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20160114 Full Permit Pkg 20160114City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Property Information: Site Address: 1315 YELM AVE W Assessor Parcel No.: 21724210500 Subdivision: N/A Contractor Information: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Contractor License No.: Project Information: Expires: Permit No.: 20160114 Issue Date: 2/03/2016 (Work must be completed within 180 days) Phone: 360- 458 -1900 Owner: YELM COMMUNITY SCHOOLS Phone: 0 /00 /0000 Project: BUILDING Description of Work: ADD QUAD CLASSROO PLEX PORTABLE BLDG Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): Second Third Garage Basement Fees: Item BUILDING Contractor YELM COMMUNITY SCHOOLS TOTAL FEES: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restriction of record. If applying as a contractor, I further certify that I am currently registered in State ashington. Signature Date 2'3'16 Firm Lot: N/A Fees $ 150.00 $ 150.00 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: Project Address CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM 1315 Yelm Ave W Parcel #: 21724210500 Zoning; ID Current Use: N Proposed Use: Educational New Construction n Re -Model / Re -Roof / Tenant Improvement n Plumbing Mechanical n Fire Prevent/Suppress /Alarm n Other Project Description /Scope of Work: Add 9 plex (8 classrooms) modular building Project Value: $900,000.00 Building Area (sq. ft) Parking Garage 1st Floor 7936 2nd Floor 3rd Floor. Building Height 22, Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: Yelm Community Schools ADDRESS PoBox476 EMAIL CITY Yelm STATE WA ZIP 98597 TELEPHONE 360- 458 -1900 ARCHITECT /ENGINEER Ken Rasmussen LICENSE # WA21543 ADDRESS EMAIL CITY STATE ZIP TELEPHONE 1- 800 - 682 -1422 GENERAL CONTRACTOR Modern Building Systems TELEPHONE 1 -800-682 -1422 ADDRESS 9493 Porter RD EMAIL CITY Aumsville STATE OR ZIP 973 5 FAX 50'i -74A -4950 CONTRACTOR'S LICENSE # MODERBS272KC EXP DATE 12 -1BITY LICENSE # PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of City Mitigation documentation (TFC). I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. Applicant's Signature Date Owner/ Contractor/ Owner's Agent/ Contractor's Agent/ Tenant (Please circle one.) All permits are non - transferable and will expire if work authorized by su within 180 days of issuance, or if work is suspended or abandoned for a " s E L-L 2 2015 BY- -------------- - - - - -- (360) 458 -3835 105 Yelm Ave W (360) 458 -3144 FAX Yelm, WA 98597 www.ci.yelm.w¢.us Ci fj of Mi (36 ) 458 -3244 REC #: 00221290 210312016 OPER: CO TERM: 001 10 :46 AM REF #: 3196 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20160115 YELM I COMMUNITYSCHO[LS 909 MILL RD SE BLDG 150.0(CR TRAN' 33.0000 BUILDING PERMITS 20160112 YELM COMMUNITY I CHO(LS 16525 100tH WAY SE BLDG 150.0(CR TRAN: 33,0000 BUILDING PERMITS 20160114 YELM COMMUNITY ISCHC(LS 1315 YELM AVE W BLQG 150.0(CR TENDERED: 450.00 (HECK APPLIED: 450.00 - CHANGE: 0.00 I Z496 VM OO6 - IMS'I —IS 4192 9 101 JTrd ureno�ow uos>IOP3 N?IIAOOOW • NOS)IDINq aU r n 4 i p 0 O > Z 0 as V o a 'z i O N w x i U Ih� ? z z 0 0 3 0 0 ou G vM 'wlaA 'AjunoD uojsjn41 'Z•oN slooyoS Al!unwwoD w19A SDIOVAOd IOOHOS HOIH MIA NVId 311S �L W 1di a O �m O Q r 0 Y/ Qo 0 E W u; ~ V HSOP 'K9 6MP'00'LV - 6 \s6u!ro,0 9 \salgo11od 10-PS 451H w1aA 66- StOZ\:X :01!d wd90:[ - 9tOZ 190 io9! 'Pagold envelope Zones • 9n19 1Nashinntnn State Fnerov Code Comoliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address 2016 -09 Yelm High III Date 4/18/2016 Compliance forms 1315 Yelm Ave. West For Building Department Use Yelm, WA 98597 do not require a password to use. Instructional and Applicant Name: Modern Building Systems, Inc. calculating cells are write- protected. Applicant Address: 9493 porter Rd., Aumsville, OR 97325 Applicant Phone: 503- 749 -4949 1Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Change of Occupancy /Conditioning Compliance Path 0 Prescriptive * Component Performance 0 Total Building Performance Selection required to enable forms. Occupancy Group * Commercial 0 Group R - R2 & R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration If complying via the Prescriptive path, enter values for vertical fenestration, 192.0 — 3592.0 X 100 = 5.3% skylights, gross walls and roof on this ENV -SUM worksheet. if complying via Gross Exterior the Component Performance path, enter these values in the ENV -UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight These values auto -fill from ENV -UA and are write - protected on ENV -SUM. 0.0 — 8283.0 X 100 = 0.0% Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Fenestration Area Compliance Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration 0 50% or more of the floor area is within a daylight zone per C402.3.1.1 Alternates 0 High Performance Fenestration U- factors and SHGC per C402.3.1.3 Compliance Method ❑ Skylight area 3% or greater, VT -0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1 % or greater, provide calculation Requiring Skylights ❑ Space eligible for exception _ Requires a minimum of 50% of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. ❑ Project has semi - heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi - heated spaces 1. Semi - heated spaces may comply under Prescriptive or Component Performance compliance Semi - Heated Spaces path. 2. Semi - heated spaces shall be documented separately from other conditioned spaces – provide separate compliance forms for each conditioned space type. 3. Envelope elements separating semi - heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑ Walk -in Cooler ❑ Walk -in Freezer 71 Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non - refrigerated areas in the ENV - PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and /or level of space conditioning. Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi - Heated ❑ Low Energy` ❑ R2 & R3 - 3 stories or less 'Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. on 19 %h/a hinntnn States Fnarnv Cnr1a Cmmnlianca Forms for Commercial Buildinas including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Address 2016 -09 Yelm High I22 Date 04/18/2016 Occupancy Group * Commercial O Group R For Building Department Use Change in occupancy or space conditioning O Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as % gross above -grade wall area 5.3% Max. Target: 30.0% Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: U- factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U- factor, page /plan # of assembly detail & ID U- factor x Area (A) = UA (U x A U- factor x Area (A) = UA (U x A) R =38 ID: Sht. A3.1, Calculated U- Factor, See Attached 0.029 8283 I 240.2 0.034 8283 281.6 Above Deck Insulation U -0.034 Y R= ID: 0 R= ID: a R= ID: 0.031 Metal Building U -0.031 w °o m R= ID: Cr 2 R= ID: R= ID: 0.021 Single raft, attic, other U -0.021 r R= ID: O R= ID: R= ID: 0.055 Steel/metal frame U -0.055 'l R= ID: R= ID: o' o R= ID: 0.052 Metal Building U -0.052 Q m R= ID: R= ID: R= 21 ID: Sht. A3.1, Calculated U- Factor, See Attached 0.050 3316 165.8 0.054 3316 179.1 Wood Frame, other U -0.054 o R= ID: � Q o 3: IR= ID: O R= ID: 0.104 Mass Wall U -0.104 R= ID: R= ID: R= ID: 0.104 Assumed to be Mass Wall U -0.104 CU o 3: R= ID: D o ro � R= ID: 0 R= ID: N R= ID: 0.031 Mass Floor U -0.031 m R= ID: o R= ID: R= 30 ID: Sht. A3.1, T.A105.1(1) Default (Joists, 0.029 8283 240.2 0.029 8283 240.2 E R= ID: 0 Perimeter) Joist/Framing U -0.029 u R= ID: F- factor x Perimeter = UA(U x A) F- factor x Perimeter = UA (U x A) R= ID: 0.540 m m R= ID: Slab -On -Grade U -0.54 s c R= ID: Q R= ID: 0.550 Heated Stab -On -Grade U -0.55 co R= ID: CD = R= ID: `Proposed non - residential CMU walls meeting Table C402.1.2 Area UA Area UA Footnote D requirements can use the target U -value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 19882 646 19882 701 Component Performance Compliance (UA) UA COMPLIESI �,Component Performance • • Zones • ENV-UA i 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over: Revised OF 1— F ojectAddress 2016 -09 Yelm High rrr Date 04/18/2016 Fenestration Area as % gross above -grade wall area 5.3 % Max. Target: 3 0.0 % For Building Department Use Skylight Area as % gross roof area Max. Target: 5.0 % Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: Provide NFRC rated U- factor or default U- factor from Appendix A for the fenestration assembly thermal performance (combination of frame and glazing). 3: Fenestration that separates conditioned space from a non - conditioned or semi - conditioned Building Component Proposed UA Target UA Provide source of U- factor, page /plan # of assembly detail & ID U- factor x Area (A) = UA (U x A ) U- factor x Area (A) = UA (U x A) U= 0.38 ID: Door 1, Sht. A3.1, NFRC Certified 0.380 42 16.0 0.37 84 31.1 o U= 0.38 ID: Door 2, Sht. A3.1, NFRC Certified 0.380 42 16.0 Opaque Swing Doors U -0.37 U= ID: 3 U= ID: U) U= ID: n N U= ID: 0.37 Opaque rollup & sliding U -0.37 0 o U= ID: 0 U= ID: @ U= 0.34 ID: Window A & B, Sht. A3.1, NFRC Certified 0.34 192 65.3 0.30 192 57.6 U= ID: Non -Metal Frame U -0.30 o U= ID: Z U= ID: U= ID: 1 0.38 Metal Frame, Fixed U -0.38 g U= ID: 2 m U= ID: Z U= ID: a� LL °- U= ID: 0.40 m °_ U= ID: Metal Frame, Operable U -0.40 > U= ID: :E U= ID: a) U= ID: 0.60 Metal Entrance Door U -0.60 P U= ID: ai U= ID: U= ID: N U) U= ID: 0.50 o, Q U= ID: All types U -0.50 Y ~ U= ID: `n Q U= ID: Area UA Area UA Page 2 Subtotal 276 97 276 89 To comply: Page 1 Subtotal 19882 646 19882 701 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total 20158 743 2 015 8 7 9 0 Component Performance Compliance (UA) UA COMPLIES If verticaa/ fenestration area exceeds maximum a / /owed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is I equired. This worksheet automatically calculates these adjustments and updates target areas in the ENV -UA and ENV -SHGC worksheets. Information shown in this worksheet is for reference only and is write - protected. Submit this Target Area Adjustment form with ENV -UA and ENV -SHGC forms. VF = Vertical fenestration NW = Net above qrade wall (excludes fenestration and doors.) DR = Opaque doors Gross Exterior Above -Grade Wall Area= VF + NW + DR AG = Above -grade Proposed Areas -885.6 Vertical Fenestration -> VF= 192.0 Target Vertical Total Vertical Opaque > NW= 3316.0 Fenestration - 192 . 0 Target VF Multiplier = 1.00 Gross Exterior Max Vert. Fen. % Target Net Wall Area Maximum Target AG Wall Area (0402.3.1) 3 316 . 0 + Vert. Fen. Area 3592.0 X 30.01 - 100 = 1077.6 I otal Vertical Delta Vertical UA Adjustments Excess Vertical Fenestration Maximum Target Fenestration 0 Fenestration 192.0 - 1077.6 = -885.6 II greater = Vertical Fenestration Non -metal frame Metal frame, fixed Metal frame, operable Metal frame, entrance door Above -grade Wall Steel Frame Metal Building Wood / Other frame Mass Sum of Proposed SHGC x A Adjustments Non -North Vertical Fenestration PF < 0.2 0.2 s PF < 0.5 PF >_ 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF ? 0.5 Proposed Area Target VF Mult. 192.0 X 1.00 X X X Proposed Area Target Net Wall Mult. X 3316.0 X 1.00 X 3508.0 J Sum of Target Target Area 192.0 Target areas in shaded Target Area boxes are applied to target areas on ENV -UA = 3316.0 Sum of target above -grade 3508.0 wall and vertical fenestration areas are calculated to equal the sum of proposed Proposed Area Target VF Mult. Target Area 192.0 X 1.00 = 192.0 X X SHGC target areas in shaded boxes are applied to target areas on ENV - SHGC -885.6 Multiplier applied to all Total Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration - 192.0 - Fenestration = 192.0 Fenestration - 192 . 0 Target VF Multiplier = 1.00 Fenestration Areas to calculate Target Vertical Fenestration Area Net AG Wail Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Multiplier applied to all 3 316 . 0 + = 3 316 . 0 3 316 . 0 = 1.00 Proposed Opaque Above - - Grade Wall Areas to UA Adjustments calculate Target Above- Vertical Fenestration Non -metal frame Metal frame, fixed Metal frame, operable Metal frame, entrance door Above -grade Wall Steel Frame Metal Building Wood / Other frame Mass Sum of Proposed SHGC x A Adjustments Non -North Vertical Fenestration PF < 0.2 0.2 s PF < 0.5 PF >_ 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF ? 0.5 Proposed Area Target VF Mult. 192.0 X 1.00 X X X Proposed Area Target Net Wall Mult. X 3316.0 X 1.00 X 3508.0 J Sum of Target Target Area 192.0 Target areas in shaded Target Area boxes are applied to target areas on ENV -UA = 3316.0 Sum of target above -grade 3508.0 wall and vertical fenestration areas are calculated to equal the sum of proposed Proposed Area Target VF Mult. Target Area 192.0 X 1.00 = 192.0 X X SHGC target areas in shaded boxes are applied to target areas on ENV - SHGC kylight Target Area Adjustment Calculations If skylijCht area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV -UA and ENV -SHGC worksheets. Information shown in this SKY= Skylight I NR - Net roof excludes skylight) I Gross Exterior Roof Area = SKY + NR Proposed Areas Skylight (Horizontal Fenestration) -> SKY= Opaque Roof -> NR= 8283. 0 Gross Exterior Max Skylight % Maximum Skylight Roof Area (0402.3.1) Fenestration Area 8283.0 X 5.O. — 100 = 414.2 Total Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight -414.2 II greater = -414.2 Total Skylight Area Excess Skylight Ta et Skylight Area Total Skylight Area Tar t SL Multi tier Multiplier applied to all — _ — � _ p Proposed Skylight Areas to calculate Target SkylightArea Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. 8283.0 + = 8283.0 — 8283.0 = 1.00 UA and SHGC x A Adjustments Skylight Proposed Area Target SL Mult. Target Area All I J X I I = Roof Proposed Area Target Net Wall Mult. Target Area Insulation Above Deck 8283.0 X 1.00 = 8283.0 Metal Building X Attic/ All Others X — Multiplier applied to all Proposed Opaque Roof Areas to calculate Target Sum of target roof and Sum of Proposed 8283.0 Sum of Target 8283.0 calculated d to equal the sum of proposed 2012 Washington State Fnerov Code Comnliance Forms for Commercial Buildinas including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Address 2016 -09 Yelm High III Date 04/18/2016 o 5.3 % Max. Target: 30% Fenestration Area as /o gross above -grade wall area 9 For Building Department Use Skylight Area as % gross roof area Max. Target: 5% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1 - Proposed vertical fenestration and skylight areas entered in ENV -SHGC must match proposed fenestration areas in ENV -UA. detail & ID 2 - If Target Area Adjustment is required per ENV -UA, then target areas will be automatically adjusted in ENV -SHGC. Refer to Target Area Adjustments worksheet for this calculation. ID: Window A, Sht. A3.0, NFRC Certified 3 - Provide NFRC rated SHGC or default from Table C303.1.3(3) for fenestration assembly SHGC. 0.30 192 4 - Fenestration that separates conditioned space from a non - conditioned or semi - conditioned PF <0.2 0.40 space shall be included in this worksheet. ID: Skylights Proposed SHGC Target SHGC Provide source of SHGC, page /plan # of assembly detail & ID SHGC x Area (A) = SHGC x SHGC x Area (A) = SHGC x A ID: ID: o 0.35 ID: PF >_ 0.5 0.64 SHGC 0.35 ID: ++ If projection factor (PF) credits are ID: o ID: ID: 0 Totals SHGC will sum fenestration area by PF Totals All Non -North Vertical Fenestration+ Proposed SHGC Target SHGC ++ Provide source of SHGC, page /plan # of assembly PF SHGC* x Area (A) = SHGC x A PF SHGC x Area (A) = SHGC x A detail & ID Category ID: Window A, Sht. A3.0, NFRC Certified 0 0.30 192 58 PF <0.2 0.40 192 76.8 ID: 0 0.2<_PF <0.5 0.48 ID: o PF >_ 0.5 0.64 ID: o ++ If projection factor (PF) credits are ID: o applied to the proposed design, Target ID: 0 SHGC will sum fenestration area by PF category. ID: o ID: o ID: 0 ID: o + If projection factor credit is applied, then vertical Totals 192.0 57.6 Totals 192.0 76.8 fenestration must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. * Note: Fenestration that separates conditioned space from a non - conditioned or semi - conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration+ Proposed SHGC Target SHGC ++ Provide source of SHGC, page /plan # of assembly PF SHGC* x Area (A) = SHGC x A PF SHGC x Area (A) = SHGC x A detail & ID Category ID: 0 PF < 0.2 •• 0.40 ID: 0 0.2 <_PF <0.5 0.44 ID: 0 PF a 0.5 0.46 ID: 0 ++ If projection factor (PF) credits are applied ID: o to the proposed design, Target SHGC will ID: 0 sum fenestration area by PF category. ID: 0 North Total Area I SHGC x A Area JSHGCxAJ To comply, the Proposed total SHGC x A for all fenestration (vertical Grand Grand & skylights) shall not exceed the Target total SHGC x A. Total 192.0 57.6 Total 192.0 76.8 Component Performance Compliance (SHGC) SHGC COMPLIES d5uilding Permit Plans 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address 2016 -09 Yelm High ui Date 4/113/2016 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE na C101.5.2 Low energy spaces Low energy spaces identified on plans C101.5.2.1 na C402.1.4 Semi - heated spaces Semi - heated spaces identified on plans na C402.5 Cooler and freezer Walk -in and refrigerated warehouse cooler and freezer spaces identified on C402.6 spaces plans na C101.4.6 Mixed occupancy Spaces with different occupancy requirements identified on plans C101.4.4 Change of Existing F, S and U- occupancy building spaces undergoing a change of na C101.4.5 occupancy /space occupancy or space conditioning that require compliance are identified on conditioning plans ENVELOPE PROVISIONS yes C303.1 Insulation identification Indicate identification mark shall be applied to all insulation materials AO . 0 C303.1.3 Fenestration product Fenestration products shall be labeled with rated U- factor, SHGC, VT, and yes C402.4.3 rating leakage rating Ao.0 Indicate installation methods, thicknesses, densities and clearances to achieve C303.1.1 General insulation the intended R -value of all insulation materials; yes C4022 installation Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered A3.0 S3.0 Indicate R- value(s) of cavity /continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings yes C402.2.1 Roof assembly per A102.2 (std, adv); insulation Provide area - weighted calculations for sloped insulation installed entirely above deck; Indicate R- values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs A3.0 S3.0 na C402.2.1 Skylight curb Indicate curb insulation R -value on roof section if not included in skylight NFRC nsulation rating Indicate R- value(s) of cavity /continuous insulation on wall sections, Indicate framing materials on wall sections; C402.2.3 Indicate method of framing for wood const per A103.2 (std, int, adv); y es C402.2.4 Above/below grade Indicate mass of masonry walls; C303.2.1 wall wall in nsulation Indicate loose -fill core insulation material, percentage of cores filled, and frequency of grouted cores and bond beams for masonry walls; Indicate method of protection of exposed exterior basement/crawlspace wall insulation A3.0 & S3.0 Walk -in /refrigerated Indicate insulation R- values of ceilings, walls, doors, floors on sections; na C402.5 C402.6 warehouse cooler Indicate method of minimizing door infiltration, and freezer insulation Indicate type(s) of transparent doors and windows yes C402.2.7 Opaque doors Indicate rated U- factor (swinging) or R -value (roll -up /sliding) on wall sections - applies to doors with less than 50% glazed area A3.0 Floor over outdoor or Indicate R- value(s) of cavity /continuous insulation on floor sections; yes C402.2.5 unconditioned space Indicate framing material on floor sections, insulation Indicate mass of masonry floors A3.0 a S3.0 Indicate R -value of continuous insulation on wall section or foundation detail; na C402.2.6 Slab -on -grade floor Indicate insulation extends down vertically and /or horizontally the required C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation Indicate R -value of continuous insulation on wall section or foundation detail; na C402.2.6 on Radiantly heated slab -grade floor Indicate insulation extends down vertically from top of slab and then horizontally C303.2.1 insulation under the entire slab; Indicate method of protection of exposed exterior slab edge insulation _ na C402.2.8 Radiant heating Indicate insulation R -value behind radiant panels, U- bend /headers and bottom system insulation surface of radiantly heated floors (other than radiantly heated slab -on -grade) ,Building Permit Plans Checklist, •• 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address 2016 -09 Yelm High III Date 4/18/2016 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes Vertical fenestration Provide calculation for total vertical fenestration area as percentage of gross yes C402.3.1 maximum area above grade wall area ENV sum na C402.3.1.2 Skylight maximum Provide calculation for total skylight area as percentage of gross roof area area Indicate U- factors, SHGC and VT values in fenestration schedules, C402.3.3 U- factors, SHGC and An area - weighted U -value may be used for all fenestration elements that qualify yes C402.3.1.3 VT for all fenestration within the same fenestration category per Table C402.3; C303.1.3 assemblies Indicate if values are NFRC or default. If default then specify frame type, glazing layers, gap width, low-e coatings, gas -fill. A3.0 Provide calculations showing that percentage of overall conditioned floor area C402.3.1.1 Increased max. in the daylight zone is equal to or greater than 50 %; na Chap.2 vertical fenestration area with daylighting Indicate method of daylighting control in lighting equipment schedules; Definition controls Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC Increased max. Indicate high performance U- factors and SHGC values in fenestration vertical fenestration schedules; na C402.3.1.2 area with high- An area - weighted U -value may be used for all fenestration elements that qualify performance glazing within the same fenestration category per this section C402.3.3 Permanent shading Provide projection factor calculations (Equation C4 -2) and associated SHGC na C402.3.3.1 devices multipliers for north and non -north orientations _ Provide calculations for percentage of conditioned floor area located within a skylight daylight zone; Provide calculations for percentage of skylight area to daylight zone under na C402.32 Single story spaces i hts, OR; skylights, requiring skylights Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser _ AIR LEAKAGE Indicate location of continuous air barrier on plans and sections; C402.4.1.1 Air barrier yes C402.4.2 construction and Provide details for all joints, transitions in materials, penetrations in air barrier sealing and note method of sealing (caulked, gasketed, or other approved method) A3.0 Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in mechanical equipment na C402.4.5.1 Stairway and shaft schedules; vents Indicate method of emergency operation - activation of fire alarm or interruption of power - Indicate locations of all outside air intakes, exhausts and relief outlets, includina V Outdoor air intakes, those integral to mechanical equipment; yes C402.4.5.2 exhausts and relief Provide in mechanical equipment schedules leakage rating of dampers, identify openings whether motorized or gravity, and note any exceptions taken M1.0 Recessed lighting in Indicate IC rating of fixtures in lighting equipment schedules; na C402.4.8 building envelope Indicate method of sealing between light fixture housing and wall or ceiling na C402.4.6 Loading dock seals Indicate weather seal at cargo and loading dock doors - Indicate locations and dimensions of vestibules; na C402.4.7 Vestibules For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; C402.4 - Air barrier building include the following requirements in project documents: (1) air barrier test yes 1.2.3 test report shall be submitted to jurisdiction once test is completed; (2) if test results exceed 0.4 cfm /ft2 at 0.3 in. wg then visually inspect air barrier and seal noted sources of leakage, (3) submit a follow -up report to jurisdiction noting corrective measures taken A0 . 0 IT "no-- Is Selectea Tor any question, proviae explanation: End of Building Permit Plans Checklist Roof U -Value At Fra ing Members with Insulation Below(7.5 %) Layers A B C D E F `o `o X ON c w Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH U -Value at Insulation 0.170 A Roofing Fiberglass Comp. Shingles 0.440 B Felt (2) Layers 15# Felt 0.060 C Sheathing 7/16" O.S.B. 1.155 D Rafters /Blocks 2x10 DF at 24" O.C. 9.805 E Insul. Below Framing R9 Cellulose (2.5 ") 9.000 F Interior Surface Still Air 0.610 Total R- Values 21.240 U -Value (1 /R- Value) 0.047 At Framing Members with Insulation Blocks Below (2.5 %) La ers Y Now A B C D E F `o `o w c Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH � � 0.170 A Roofing Fiberglass Comp. Shingles 0.440 B Felt (2) Layers 15# Felt 0.060 C Sheathing 7/16" O.S.B. 1.155 D Rafters /Blocks 2x10 DF at 24" O.C. 9.805 E Insul. Blocks (5) at 2 x4 x 9" Long 3.710 F Interior Surface Still Air .; 0.610 Total R- Values 15.950 U -Value (1 /R- Value) 0.063 At Insulation (90 o) Layers A B C D E F `o `o x w - Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH 0.170 A Roofing Fiberglass Comp. Shingles 0.440 B Felt (2) Layers 15# Felt 0.060 C Sheathing 7/16" O.S.B. 1.155 D Insulation R -38 Cellulose (10.6 ") 38.000 E F Interior Surface Still Air 0.610 Total R- Values 40.435 U- Value (1 /R- Value) 0.025 U -Value at Framing /Insul. 0.047 x 0.075 = 0.004 U -Value at Framing with Blk. 0.063 x 0.025 = 0.002 U -Value at Insulation 0.025 x 0.900 = 0.023 Total Roof U -Value 0.029 Roof U -Value At Framiniz Members with Insulation Below(7.5 %) Layers A B C D E F `o `o X w - Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH 0.170 A Roofing Fiberglass Comp. Shingles 0.440 B Felt (2) Layers 15# Felt 0.060 C Sheathing 7/16" O.S.B. 1.155 D Rafters /Blocks 2x10 DF at 24" O.C. 9.805 E nsul. Below Framing R12 Cellulose (3.5 ") 12.000 F Interior Surface Still Air 0.610 Total R- Values 24.240 U -Value (1 /R- Value) 0.041 At Framing Members with Insulation Blocks Below (2.5%) Layers A B C D E F `o `o z c Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH W5, `� 0.170 A Roofing Fiberglass Comp. Shingles 0.440 B Felt (2) Layers 15# Felt 0.060 C Sheathing 7/16" O.S.B. 1.155 D Rafters /Blocks 2x10 DF at 24" O.C. 9.805 E Insul. Blocks (5) at 2 x4 x 9" Long 3.710 F Interior Surface Still Air 0.610 Total R- Values 15.950 U -Value (1 /R- Value) 0.063 At Insulation (90% Layers A B C D E F X c w Layer Description Detail R -Value Exterior Surface Moving Air IS MPH '. ,��o ,� T �...� 0.170 A Roofing Fiberglass Comp. Shingles 0.440 B Felt (2) Layers 15# Felt 0.060 C Sheathing 7/16" O.S.B. 1.155 D Insulation R -42 Cellulose (11.6 ") 42.000 E F Interior Surface Still Air 0.610 Total R- Values 44.435 U -Value (1 /R- Value) 0.023 U -Value at Framing /Insul. U -Value at Framing with Blk. U -Value at Insulation 0.041 x 0.075 = 0.003 0.063 x 0.025 = 0.002 0.023 x 0.900 = 0.021 Total Roof U -Value 0.026 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 2016 -09 KCDA Yelm High III Date 4/14/2016 Compliance 1315 Yelm Ave. West For Building Department Use forms do not Yelm, WA 98597 require a password to use. Applicant Name: Modern Buildin Systems, Inc. 9 Y Instructional and calculating cells Applicant Address: 9493 Porter Rd, Aumsville, OR 97325 Applicant Phone: 503 - 749 -4949 are write- Project Description TEI New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path �i Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT -CHK is required.) Lighting Power Allowance Building Area Method 0 Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System Lay -in and surface mount ceiling fluorescent fixtures with electronic ballasts controlled by Description occupancy sensors, daylight sensors and /or wall switches. Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG - INT -BLD) or Space -By -Space Method (LTG -INT- SPACE) Compliance Form. Document maximum allowed and proposed (including existing d applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or more of luminaires in space replaced Provide Building Area Method (LTG - INT -BLD) or Space -By -Space Method (LTG -INT- SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non- retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG -INT- SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and /or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and /or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. P 'Ike-IN • A110 • • • • • gm 7 Washington State Fnerov Code Comoliance Forms for Commercial Buildinqs includinq R2 8 R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2016 -09 KCDA Yelm High III Date 4/14/2016 Lighting Alterations, Renovations & Building Additions For Building Department Use O Less than 60% O 60% or more O Stand alone O Addition Watts Proposed Notes: Page E2.0 a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be 79 combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. 6952 b. For retrofits and building additions, provide Building Area types and gross interior areas in the Page E2.0 Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall 3 existing builidng, include all applicable existing Building Area types and gross interior areas. 174 c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. Maximum Allowed Lighting Wattage Building Area` Location (plan #, room #, or ALL) Area Description owe Watts per ft2 ross n error Area in ft2 a s owe (watts /ff x area) Schoolluniversity Page E2.0 Classrooms, Restroom, Mech, 0.99 8283 8200 Select Table C405.5.2(1) Building Area from drop down menu. Total 8283 Proposed Lightinz Wattage Building Area' Location (plan #, room #) Fixture Description`* Number of Fixtures Watts/ Fixture Watts Proposed School /university Page E2.0 3 -Tube T8 32W Flouresent Lay -in with Elect. Ballast 79 88 6952 School /university Page E2.0 2-Tube T8 32W Flouresent Lay -in with Elect. Ballast 3 58 174 Select Table C405.5.2(1) Building Area from drop down menu. " Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance School /university 8200 7126 COMPLIES Total 1 8200 1 7126 Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: 2016 -09 KCDA Yelm High III Date 4/14/2016 1315 Yelm Ave. West For Building Department Use Yelm, WA 98597 Applicant Name: Modern Building Systems, Inc. ApplicantAddr: 9493 Porter Rd, Aumsville, OR 97325 Applicant Phone: 503 - 749 -4949 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG -EDCT form O Zone 1 O Zone 2 Zone 3 O Zone 4 Compliance Option Lighting Power Density Calculations O Total Building Performance Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy> 60 IumensNV ❑ Controlled by motion sensor ❑ Exemption (list) Exterior Lighting Alteration ❑ No changes are being made to the existing exterior lighting ❑ New wiring installed to serve added fixtures and /or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Tradable Surfaces Surface Description Allo a s per ff or per If Area ( ), perimeter (If) or # of items Allowed Watts x fly (or x If) Main Entry Door Door #1 30W /LF door width 6 180 Other Entry Door Door #2 20W /LF door width 6 120 Total Allowed Tradable Watts: 300 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Main Entry Door 42W Compact Fluorescent Wall Pack 1 42 42 Other Entry Door 42W Compact Fluorescent Wall Pack 1 42 42 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts nlus the base site allowance_ Anv hasp sites allnwanra not naerleri to makes 84 tradable watts comply can be applied to individual non- tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Non - Tradable Surfaces Surface Description Allowed Watts per fe or per If Area (ff), perimeter (If) or # of items Allowed Watts x ff (or x If) Non - Tradable Proposed Lighting Wattage Non - Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual Total excess Non - Tradable watts: 0 surface unless the total excess wafts for all non - tradable surfaces are less than the remaining site allowance. Site Allowance Balance: 750 Exterior Lighting COMPLIES WITH SITE ALLOWANC Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK, 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2016 -09 KCDA Yelm High III Date 4/14/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) Indicate on plans-the-manual control type & locations served; E0.1, & E2.0 C405.2.1.1 Manual interior - -- — - - -- - - Indicate of plans the 50 % lighting load reduction method - -- Exception 2 Yes C405.2.1.2 lighting controls provided or identify exception taken Indicate lighting system automatic shut -off capability - identify lighting zone areas served on plans; E2.0 -- Automatic time Indicate locations of override switches on plans and the areas Yes C405.2.2.1 switch controls and override switching served, include area sq ft.; N/A Indicate locations where automatic shutoff is provided by other E2.0 methods (occupancy sensor, daylight controls, etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2.0 Daylight zones - Indicate vertical fenestration primary and secondary daylight E2.0 Yes C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; and skylights Indicate skylight daylight zone areas on plans, include sq. ft. N/A Indicate on plans the locations served by daylight zone controls; E0.1 & E2.0 Yes C405.2.2.3.2 Daylight zone - -- - - — Indicate in plans the lighting load reduction (dimming) method - controls stepped or continuous dimming E0.1 Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls - lighting controls General Indicate lighting control method for display and accent lighting, and display case lighting; - C4052.3 - Display and accent -- - -- - - Indicate these fixtures are controlled independently from both NA Items 1 &2 lighting general area lighting and other lighting applications within the same space Provide a lighting control device at each guest room entry for all NA C405.2.3 - Hotel /motel guest permanently installed fixtures in guest room; Item 3 rooms Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut -off vacancy controls for supplemental NA Item 4 lighting task lighting, including under -shelf or under - cabinet lighting Identify eligible non - visual applications and method of lighting control; - -- C405.2.3 - Lighting for non- Indicate these fixtures are controlled independently from both NA Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3 - Lighting equipment or demonstration; Indicate these fixtures are controlled independentl y from both NA Item 6 for sale or demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W /ft2, C405.2.3 - Means of egress indicate method of automatic shut -off during unoccupied NA Item 7 lighting periods; - -- - - - - - - -- Identify on plans the egress fixtures that function as both normal -- and emergency means of egress illumination Provide vacancy device or timer to turn off fixtures within 15 NA C405.10 Cooler and freezer minutes of unoccupancy for cooler and freezer lighting fixtures - C405.11 lighting with lamp efficacy less than 401umens per watt Yes C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control E2.0 controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 w alts with lamp efficacy less than 60 - controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or el igibility for exception; A0.0 Provide written procedures forfunctional testing of all automatic A0.0 Yes C408.3 Lighting system functional testing controls and describe the expected system response; Identify in construction documents the party responsible for A0.0 functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY Sections C405.5, C405.10, C405.11 Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2016 -09 KCDA Yelm High III Date 4/14/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types, lamps, ballasts, and LTG -INT -SPACE rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; N/A Yes C405.5.1.2 Identify lighting equipment eligible for exemption in fixture N/A C405.5.1.3 interior lighting power C405.5.1.4 schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general — -- N/A -- area lighting and is controlled independently NA C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture NIA schedule (maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk -in coolers and freezers, and refrigerated NA C405.11 lighting warehouse coolers and freezers, provide rated lamp efficacy (in - lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms — proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per Attached building area. Identify locations of building areas on plans Complete required compliance forms —total proposed wattage Yes C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations Method of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and LTG -EXT rated watts per fixture; - Total connected Identify exterior applications eligible for lighting power -- --- -- - -- Yes C405.6.2 exterior lighting N/A exemption on plans and in compliance forms; power Indicate that exempt exterior lighting is controlled independently N/A from non - exempt exterior lighting Yes Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ LTG -EXT or building For building grounds fixtures rated at greater than 100 w atts, NA C405.6.1 rou nds lighting grounds g provide rated lamp efficacy (in lumens per watt) in fixture schedule Complete required compliance form — proposed wattage for Yes C405.6.2 Exterior lighting exterior lighting plus base site allowed does not exceed Attached power calculations maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: - 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Enerov Code Comoliance Forms for Commercial. Groan R1 and > 3 story R? and R3 Revised June 2013 Project Info Project Address 2016 -09 KCDA Yelm High III Date 4/19/2016 1315 Yelm Ave. West, For Building Dept. Use Yelm, WA 98597 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road, AumSVille, OR 97325 Applicant Phone: 503- 749 -4949 Project Description Briefly describe mechanical system type and features. 0 Includes Plans (9) 3.5 Ton Wall -hung (GAS) Heat Pumps and economizers. Drawings must contain notes requiring compliance with commissioning provisions per Section C408 Compliance Option Simple System 0 Complex System 0 Systems Analysis Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Coolin g Equipment Schedule Equip. ID Equip Type Brand Name' Model NO.' Capacity' Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N A SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N B SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N C SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N D SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N E SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N F SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N G SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N H SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N J SPVHP Bard W42G3 -B 42000 Yes 10.0 EER - Econo N Heatin g Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N A SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N B sPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N C SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N D SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N E SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N F SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N G SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N H SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N J SPVHP Bard -Gas W42G3 -B 50000 Yes 61000 50000 82% EFF N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service EF -1 Exh. Fan Panasonic FV -11VQ5 110 0.04 CV Restrooms EF -2 Exh. Fan Panasonic FV- 40NLFI 440 0.17 CV Restrooms 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 ' If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume (VAV), constant volume (CV), or variable speed (VS). 6 Economizer exception number per Service Water Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Input Capacity Sub - Category EF7 Location of Service WA -50 ?a- Elect. AO -Smith ECT -52 <12kW Resist. 0.91 Restrooms ' If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume (VAV), constant volume (CV), or variable speed (VS). 6 Economizer exception number per Mechanical Permit Plans Checklist - Page of 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address 2016 -09 KCDA Yelm High III Date 4/19/2016 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define ornt area in Excel Driorto Drinting MECH -CHK pages. Applicability Location I I Building Department (yes,no,na) Code Section Code Provision I Information Required I on Plans Notes GENERAL PROVISIONS Equipment Sizing & Performance Yes C403.2.1 Load calculations Load calculations performed per ASHRAE Std 183 or equivalent per Attached Chapter 3 YES C403.2.2 Equipment and system Output capacity of heating and cooling equipment and systems do not - sizing exceed calculated loads. note exceptions taken Yes C403.2.5 Minimum ventilation Ventilation (natural or mechanical) provided per IMC; indicate mechanical A0.0 & M1.0 ventilation is capable of being reduced to minimum requirement per IMC C403.2.3 & Equipment minimum Provide equipment schedules or complete MECH -SUM tables with type, C403.2.3.2 &fficiency e capacity, efficiency, test standard (or other efficiency source) for all Yes C403.2.12.1 mechanical equipment MECH -SUM N/A C403.2.13 Electric motor efficiency Provide equipment schedule with hp, rpm, efficiency for all motors; note - except. N/A C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table - C403.2.10.1 1 A N/A C403.2.10.3 Fractional hp fan motors Indicate fan motors 1112 to 1 hp are ECM type or meet minimum efficiency - & C403.2.13 re q. N/A C403.2.3 Maximum air cooled chiller Indicate air - cooled chiller capacity does not exceed air - cooled chiller limit - ca acit N/A C403.2.1 Non - standard water-cooled Full -load and NPLV values for water - cooled centrifugal chiller adjusted for - chillers non- standard operational conditions N/A C403.2.12.1. Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s) meet efficiency - towers requirements for axial fan open circuit cooling towers N/A C403.2.3 Forced air furnace and unit Indicate intermittent ignition or IID, flue /draft damper & jacket loss _ C403.2.3.3 Packaged electric List equipment re uired to be heat pumps on schedule M1.0 heatin /coolin equipment N/A C403.2.3.4 Humidification Indicate method of humidification (note requirements for systems with - economizer HVAC System Controls & Criteria Yes C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including M 1.0 perimeter systems Yes C403.2.4.1.1 Heat pump supplementary Indicate staged heating (compression /supplemental) & outdoor lock -out T -stat Specs heat tern Yes C403.2A.2 Setpoint overlap Indicate 5 °F deadband minimum for systems controlling both heating & T -stat Specs deadband cooling Yes C403.2.4.3 Automatic setback and Indicate zone t -stat controls with required automatic setback & manual T -stat Specs shutdown override Yes C403.2.4.3.3 Automatic (optimum) start (p ) Indicate system controls that adjust equip start time to match load T -stat Specs conditions Yes C402.4.5.2 & Dampers Indicate location of OSA, exhaust, relief and return air dampers; include A0.0 & M 1.0 C403.2.4.4 AMCA rated leakage and control type motorized or ravit ; note N/A C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls - N/A C403.2.4.5 Snow melt systems Indicate shut -off controls based on outdoor conditions - N/A C403.2.4.6 Combustion heating Indicate modulating or staged control - e ui ment N/A C403.2.4.7 Group R1 hotel /motel Indicate method for guest room automatic setback & set -up of 5 °F systems minimum N/A C4012.4.8 / S Group R2 /R3 dwelling unit Indicate 5 -2 programmable thermostats in primary spaces with minimum of - systems two setback periods note exceptions taken N/A C403.2.5.1 Demand controlled Indicate high-occupancy s aces and stems requiring DCV p y q g - ventilation Yes C403.2.5.2 Occupancy sensors p y Indicate spaces requiring occupancy -based system control and method, or T -stat Specs alternate means provided to automatically reduce OSA when partially C403.2.5.3 Enclosed loading dock/parking garage Indicate enclosed loading dock and enclosed parking garage ventilation N/A ventilation system activation and control method _ N/A C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make -up air; indicate make -up air source and conditionin method Indicate lab exhaust systems requiring heat recovery, method & efficiency; C403.2.5.4.2 Laboratory exhaust systems or alternative method taken (VAV, semi-conditioned makeup, or CERM N/A - calculation) C403.2.6.1 Energy recovery - Indicate ventilation systems requiring ER, method & efficiency; note N/A ventilation systems exceptions - N/A C403.2.6.2 Energy recovery - Indicate on -site steam heating systems requiring energy recovery - condensate systems N/A C403.2.6.3 Energy recovery - Indicate remote refrig. condensers requiring ER and use of captured condensers stems energy Mechanical Permit Plans Checklist - Page of 2012` Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address 2016 -09 KCDAYelm High III Date 4/19/2016 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH -CHK pages. Applicability Code Section Code Provision (yes,no,na) nformation Required Location on Plans Building Department Notes GENERAL PROVISIONS, CONTINUED HVAC System Controls & Criteria, Continued N/A C403.2.12 Variable flow control - fans/ pumps Indicate fan & pump motors requiring VF control & method (VSD or equiv controls N/A C403.2.12.1 Variable flow control - cooling towers Indicate cooling tower fans requiring variable flow control and method _ N/A C403.2.12.2 Large volume fan systems Indicate fan systems requiring airflow reduction based on heating and cooling demand; or exception taken N/A C403.2.12.2 Single zone AC systems Indicate method of cooling demand -based fan control for sys. > 110,000 btuh N/A C403.2.4.10 DDC system capabilities Identify all DDC system inputJoutput control points and indicate capability Ducting Systems N/A C403.2.7.1 & C403.2.7.3 Duct construction Indicate all ductwork constructed and sealed per IMC, C402 leakage requirements and IBC vapor retarder requirements Yes 403.2.7.3.1- Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans M1.0 N/A 0403.2.7.3.3 High pressure dud leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed Yes C403.2.7.1 ! IDuct insulation Indicate R -value of insulation on ductwork M 1.0 Piping Systems N/A C403.2.8 Piping insulation Indicate R -value of insulation on piping _ N/A C403.2.8.1 Piping insulation exposed to weather Indicate method of protection from damage /degredation _ SIMPLE SYSTEMS Qualifying Systems Yes C403.3 Qualifying single zone systems Verify unitary or packaged equipment does not exceed capacity limits, does not have active humidifcation or simultaneous heating/Gooling heating/cooling Mech Unit Specs N/A 0403.3 Qualifying 2 -pipe heating systems Verify 2-pipe heating-only s stem does not exceed capacity ltY limits - N/A C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 _ Simple System Economizers Yes C403.31 Air economizer required Indicate cooling systems requiring economizer controls; note in equip shed. M 1.0 Yes C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100% OSA, or exception AO.0 Yes C4033.1.1.3 Air economizer high limit controls Indicate high limit shut -off control method per Table C403.3.1.1.3(2) AO.0 N/A 0403.1.1.2 Integrated air economizer operation Indicate capability for partial air economizer operation for systems with capacity > 65,000 btuh N/A C40331 lAir economizer exceptions Indicate eligible exception(s) taken and provisions to comply with COMPLEX SYSTEMS Complex System Economizers N/A C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equip sched. - N/A C403.4.1.4 Economizer heating system impact Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation N/A C403.4.1.3 Integrated economizer operation Indicate capability for partial economizer operation for air or water econo systems N/A Moved Water economizer capacity Indicate water econo capable of 100% cooling capacity at 50 °F db /45 °F wb OSA _ N/A C403.4.1.2 Water economizer maximum pressure drop Indicate precooling coils and heat exchangers do not exceed pressure drop limit - N/A C403.3.1 Air economizer exceptions Indicate eligible exception(s) taken and provisions to comply with Mechanical Permit Plans Checklist - Page 3 of 3 MECH-CHK 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 201 Project Address 2016 -09 KCDA Yelm High III Date 4/19/2016 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH -CHK pages. Applicability Code Section Code Provision Information Required Location Building Department (yes,no,na) on Plans Notes COMPLEX SYSTEMS, CONTINUED Specific System Requirements N/A C403.4.2 & C403.2.12 Variable flow control - fans Indicate fans requiring variable flow control and method _ N/A C403.4.2.1 VAV fan static pressure Indicate sensor locations on plans; include at least one sensor per major sensors dud branch - N/A C403.4.2.2 VAV fan static pressure Indicate fan system static pressure setpoint based on zone requiring most setpoint pressure - VAV systems serving multi- Indicate supply air systems serving multiple zones that are required to be C403.4.5 VAV, method of primary air control, and zones served; note exceptions N/A zones taken - N/A C403.4.5.4 VAV system supply air reset Indicate controls that automatically reset supply air temp in response to - loads N/A C403.4 Large capacity cooling Indicate method of mufti-stage or variable control for building cooling systems system rapacity > 300 tons N/A C403.4.7 Hot gas bypass limitation Indicate cooling equipment unloading or capacity modulation method _ N/A C403.4.3 Large capacity boiler Indicate multi -stage or modulating burner for single boilers > 500,000 btuh systems _ N/A C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers - N/A C403.4.3.5 Chiller / boiler plant pump Indicate capability to automatically reduce overall plant flow and shutoff isolation flow through chillers & boilers when not in use - C403.4.2 & Variable flow control - N/A C403.4.3.6 pumps Indicate pumps requiring variable flow control & method N/A / C403.2.12.1 & C403.4.4 Variable flow control - cooling towers Indicate cooling tower fans requiring variable flow control and method _ N/A C403.4.3.4 Hydronic system part load Indicate heating & chilled water systems have the capability to automatically - controls reset supply water temp AND reduce flow by ? 50% for systems > 300,000 N/A C403.4.3.2 Two -pipe changeover Indicate deadband, heating /cooling mode scheduling and changeover - systems temperature range N/A C403.4.3.3.1 Water loop heat pump - Indicate capability of central equipment to provide min. 20 °F water supply deadband temp deadband between heat rejection and heat addition modes N/A C403.4.3.3 Water loop heat pump - Provide heat exchanger that separates cooling tower and heat pump loop heat re ection in Climate Zone 5 - N/A C403.43.3.3 Water loop heat pump - Indicate 2 -way isolation valve on each heat pump and variable flow control isolation fors stems with total pump power > 10 h - N/A C403.4.6 Condenser water heat Indicate system provided to pre -heat service water and efficiency - recovery N/A C403.5 Cooler / freezer - anti -sweat Indicate w /sf & control method for walk -in cooler /freezer door anti -sweat heaters heaters N/A C403.5 / 6 Cooler / freezer - evaporator and condensff_faaZ__ Indicate motor type for evaporator and condenser fans < 1 hp _ SERVICE WATER HEATING Service Water Systems Yes C404.2 Water- heating equip min. Provide equipment schedule or complete MECH -SUM table with type, MECH efficiency capacity efficiency, test standard or other efficient source -SUM Yes C404.3 Temperature controls Indicate temperature controls have required setpoint capability P1.0 Yes C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply & Pi discharge .0 N/A C404.5 Insulation underwater Indicate R -10 insulation undertank heater _ Yes C404.6 Service water piping Indicate R -value of insulation on piping, note exceptions taken P1.0 insulation C404.7 / g Circulation systems and Indicate shutoff capability based on occupancy and periods of limited N/A heat trace shutoff demand _ N/A C404.9 'Meters Group R -2 service hot water Indicate method of usage metering for dwell. units served by central HW system - Pools & In- Ground Permanently Installed Spas Pool heating equip min. Provide equipment schedule or complete MECH -SUM table with type, N A / C404.10.1 efficiency capacity, efficiency, test standard (or other eff. source); heat pump heaters 4 COP _ N/A C404.10.1 / 2 Pool heater on / off controls Indicate automatic on /off control based on scheduling & accessible on /off - switch on heater that operates independent of thermostat setting; or N/A C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required _ N/A C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pools heated to > 90 °F _ N/A C404.10.4 Heat recovery Indicate method, exhaust air temperature reduction and recovered energy se Air Handier #1- Two Lennox 5 Ton Split Sytem Heat Pumps - Total Load Summary Air Handler Description: Two Lennox 5 Ton Split Sytem Heat Pumps Constant Volume - Proportion Supply Air Fan: Blow -Thru with program estimated horsepower of 1.18 HP Fan Input: 0% motor and fan efficiency with 0 in. water across the fan Sensible Heat Ratio: 0.78 -- This system occurs 1 time(s) in the building. -- Air System Peak Time: 4pm in July. Outdoor Conditions: Clg: 88° DB, 67° WB, 66.47 grains, Htg: 21' DB Indoor Conditions: Clg: 75° DB, 50% RH, Htg: 72° DB Summer: Ventilation controls outside air, -- Winter: Exhaust controls outside air. Zone Space sensible loss: 107,061 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 334,418 Btuh 6,160 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 441,479 Btuh Heating Supply Air: 107,061 / (.986 X 1.08 X 16) _ Winter Vent Outside Air (100.0% of supply) _ 6,160 CFM 6,160 CFM Zone space sensible gain: 271,577 Btuh Infiltration sensible gain: 0 Btuh Draw -thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 271,577 Btuh Cooling Supply Air: 271,577 / (.986 X 1.1 X 20) _ Summer Vent Outside Air (22.2% of supply) _ Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 39,239 Btuh Blow -thru fan sensible gain: 2,957 Btuh Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain: 76,204 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 2,284 Btuh Total latent gain on air handling system: Total system sensible and latent gain: Total Air Handler Supply Air (based on a 20° TD): Total Air Handler Vent. Air (22.23% of Supply): 12,524 CFM 2,784 CFM 2,784 CFM 2,524 CFM 2,784 CFM 42,197 Btuh 313,774 Btuh 78 487 -B 92,261 Btu Total Conditioned Air Space: 8,283 Sq.ft Supply Air Per Unit Area: 1.5121 CFM / Sq.ft Area Per Cooling Capacity: 253.4 Sq.ft/Ton Cooling Capacity Per Area: 0.0039 Tons /Sq.ft � Heating Capacity Per Area: 53.30 Bt h /Sq.ft O $i7/ Total Heating Required With Outside Air: 441 479 Btu Total Cooling Required With Outside Air: 32.69 ons vsE'C9� 3.5 7txy V& 11s 3 /, �- Tat► 5 \\DISKSTATION \Desgin \Don \CHVAC_Area - 1\2016 -09 Yelm High School.CHV Tuesday, April 19, 2016, 10:09 AM Bihrid =..Wte Coatrul S.1,tims THE WALL- MOUIVTTm GAS /ELECTRIC Models: W24133 to W60G3 Up to 10.5 EER 26,000 to 57,500 BTUH Cooling Capacity 34,000 to 102,500 BTUH Heating Capacity 1 The Bard Wall -Mount Electric Air Conditioner with gas fired heating is a self- contained energy efficient system which is designed to offer maximum indoor comfort at a minimal cost without using valuable indoor floor space or outside ground space. This unit is the ideal product for versatile applications such as: new construction, modular offices, school modernization, portable structures, correctional facilities, retail stores or other commercial applications. Factory or field installed accessories are available to meet specific job requirements. i• It J.T Air Conditioner Compressor: Pre - Painted 20 Gauge Zinc Coated Scroll compressors are used on all models Steel Cabinet: and no crankcase heaters are required. Cleaned, rinsed, sealed and dried before the polyurethane primer is applied. The R-410A Refrigerant: cabinet is handsomely finished with a Designed with R-410A (HFC) non -ozone baked on textured enamel, which allows depleting refrigerant in compliance with it to withstand 1000 hours of salt spray the Montreal protocol and 2010 EPA tests per ASTM 8117 -03. requirements. Liquid Line Filter Drier: Protects system against moisture. Aluminum Finned Copper Coils: Grooved tubing and enhanced louvered fin for maximum heat transfer and energy efficiency. High & Low Pressure Switches are Auto- Reset: Built -in lockout circuit resets from the room thermostat. Provides commercial quality protection to the compressor. Compressor Control Module: Standard on all units. Built -in off -delay timer adjustable from 30 seconds to 5 minutes. 2- minute on -delay if power interrupt. 120 - second bypass for low pressure control, and both soft and manual lockouts for high and low pressure controls. Alarm output for alarm relay. Phase Rotation Monitor: Standard on all 3 phase scroll compressors. Protects against reverse rotation if power supply is not properly connected. Twin Blowers: Move air quietly. All models feature multispeed blower motors providing airflow adjustment for high and low static operation. Electrical Components: Are easily accessible for routine inspection and maintenance through a right side service panel opening. Features a lockable, hinged access cover to the circuit breaker. 16 Gauge Zinc Coated Unit Base. Heat Exchanger. Heavy duty 18 -gauge stainless steel tubular heat exchanger. Mechanically joined construction. Ten -year warranty. In -Shot Burners: Advanced burner design, quiet operation. Built -in Circuit Breakers: Standard on all single (230/208 volt) and three phase (230/208 volt) equipment. Toggle disconnects are standard on all three phase (460 volt) equipment. Integrated DSI Control: Direct spark ignition control and remote sensor delivers smooth, proven ignition sequence. Timed blower control and diagnostics are also features of integrated control. Gas Controls: Honeywell gas valve and burner orifices are factory standard for natural gas. High altitude kits available. Field convertible to LP gas with certified conversion kit. Filter Service Door: Separate service door provides easy access for filter change. Condenser Fan and Motor Shroud Assembly: Slides out for easy access. Air Filters: Two-inch pleated air filters are standard equipment. Optional 1 -inch washable filter available. Factory or field installed. Barometric Fresh Air Damper: Standard on all units. Allows up to 25% outside fresh air. Ventilation Options: Several ventilation options are available and can be factory or field installed. Slope Top: Standard feature for water run -off. Top Rain Flashing: Standard feature on all models. Full Length Mounting Brackets: Built into cabinet for improved appearance and easy installation. NOTE: Bottom mounting bracket included to assist in installation. Evaporator Freezestat: Standard on dehumidification models. • Complies with efficiency requirements of ANSI /ASHRAE/IESNA 90.1 -2010. • Certified to ANSUARI Standard 390 -2003 for SPVU (Single Package Vertical Units). • Intertek ETL Listed to Standard for Safety Heating and Cooling Equipment ANSI /UL 1995 /CSA 22.2 No. 236 -05, Fourth Edition. • Intertek ETL Listed to Standard for Gas -Fired Central Furnaces ANSI Z21.47 -2006, CSA 2.3 -2006 Fifth Edition, Addenda A dated 10 -01 -2007, Addenda B dated 06 -01 -2008. • Commercial Product - Not intended for Residential application. .det° 'a G l > Intertek Forth No. 53500-615 Supersedes NEW jDELS W24G3 -A W24G3 -B W24G3 -C W30G3 -A W30G3 -B W30G3 -C W36G3 -A W36G3 -B W36G3 -C Electrical Rating - 60 Hz 230/208 - 1 230/208 - 3 460-3 2301208 - 1 2301208 - 3 460-3 230!208 - 1 23D1208 - 3 460-3 Operating Voltage Range 197 -253 187 -253 414 -506 197 -253 187 -253 414 -506 197 -253 187 -253 414 -506 Minimum Circuit Ampacity 21 16 10 23 17 11 27 20 11 *Field Wire Size 10 12 14 10 12 14 8 0 14 Ground Wire Size 10 12 14 10 12 14 10 10 14 ** Delay.Fuse -Max, 30 25 15 35 25 15 10 25 15 Compressor 50 35 15 60 40 20 +r� „^ikw'Y `iSh4 ==x £., y §".' f "t4 U .. , t" "g"� X {y Voltage 2301208 230/208 460 230/208 230/208 460 230/208 230/208 460 Rated Load Amps 9.9/10.9 6.417.1 3.9 11.8/12.9 7.5/8.2 4.7 12.4/14.0 7.8/8 -8 4.9 Branch Circuit 16/17.9 10.6/11.8 5.5 15.9/18.9 10.0111.9 5.4 23.2126.3 14.0116.6 7.8 Selection Current 12,8 8.3 5.1 14.1 9 5.6 16.7 10.5 5.8 Lock Rotor Amps 64/64 58/58 28 77!77 71/71 38 79f79, 73/73 38 Compressor Type Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll Fan Motor& Cnminser_ Scroll Scroll "`: Scroll Scroll Scroll =fartilO4A >CLx'ngSEX •,T^ �*.'''Y,{A ,./ c �Di ti' 4 �A Y t Fan Motor -HP- RPM -SPD . ::g,1 1/3 - 825'- 1 1/3 - 825 - 2 1/3-825 - Fan Motor -HP- RPM -SPD 1/5- 1050 -1 1/5-1050-1 1/5- 1050 -1 1/5- 1050 -1 1/5- 1050 -1 115- 1050 -1 1/5- 1050 -1 1/5- 1050 -1 1/5- 1050 1 Fan Motor Amps 1.5 1.5 8 120 1.5 1.5 .8 1.5 1.5 .8 Fan- DIA/CFM 20' 2400 20' 2400, 20 2400 - 2400, 20' - 2400 20' - 2400 20' - 2400 201-2400 20' - 2400 =r w 2 i Blower Motor -HP- RPM -SPD *1/3- 1/2- 1050 -3' 1/2- 1050 -3 1/2- 1050 -3 1l2- 1050 3 Blower Motor -HP -RPM -SPD 1/4 -950 -3 114 -950 -3 1/4950 -3 1/3- 1075 -3 1/3- 1075 -3 1075 -3 1/3- 1075 -3 1/3-1075-3 1/3-1075-3 Blower Motor -Amps 1.8 1.8 .8 2.2 2.2 1.1 2.2 2.2 1.1 CFM Cooling & E.S.P. 800-15 800-15 _15 800 - .15 1000-35 ,35 1000 - ,35 1000-35 ,35 1100 - .25 1100- .25 1100 - _25 Filter Size 20x25x2 20x25x2 20x25x2 20x25x2 20x25 x2 20x25x2 20x25x2 20x25x2 20x25 x2 ZOh2Q8 MODELS W42G3 -A W42G3 -B W42G3 -C W48G3 -A W48G3 -B W48G3 -C W60G3 -A W60G3 -B W6DG3 -C Electrical Rating - 60 Hz 2301208-1 2301208 - 3 460-3 230/-208- 1 2301208 3 4bO . 3 2301208 - 1 2301208 - 3 460- Operating Voltage Range 197 -253 187 -253 414 -506 197 -253 187 -253 414-506 197 -253 187 -253 414 -506 Minimum Circuit Ampacity 33 1,,- '25 : % �.__.- -, 12 36 26 12 41 27 14 *Field Wire Size 8 14 8 14 8 8 12 Ground Wire Size 10 10 14 10 10 14 10 10 12 Delay Fuse Max. 50 35 15 50 35 15 60 40 20 +r� „^ikw'Y `iSh4 ==x £., y §".' f "t4 U .. , t" "g"� X {y yy-• „rry -' '. k 1. "+rz 'xu` Voltage 230/208 230/208 ' 460 230/208 230/208 460 2301208 230/208 460 Rated Load Amps 16/17.9 10.6/11.8 5.5 15.9/18.9 10.0111.9 5.4 23.2126.3 14.0116.6 7.8 Branch Circuit Selection Current 19.9 13.1 6.1 21.8 13.8 6.3 26.3 16.6 7.8 Lock Rotor Amps 109/109 83/83 41 117/117 83/83 41 134/134 110/110 52 Compressor Type Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll =fartilO4A >CLx'ngSEX •,T^ �*.'''Y,{A ,./ c �Di ti' 4 �A Y t Fan Motor -HP- RPM -SPD , fr.. . 3 - 825 - 2 1/3 - 825 - 2 ::g,1 1/3 - 825'- 1 1/3 - 825 - 2 1/3-825 - ,x' r. - 825 - 1 1/3 - 825 - 2 113 825 - 2 1/3 -825-1 Fan Motor -Amps 2.5 2.5 1.3 2.5 124' 2.5 124 1.3 2.5 1 2.5 1.3 Fan DIA/CFM 24 3050 24 3050 24 3050 - 3050 3050 24' - 3050 24 3050 241-3050 24' - 3050 �BiDwe� $cEY�p r 4 x `v 5 .`. .� Blower Motor -HP- RPM -SPD 1/2-1050-3. 1/2- 1050 -3' 1/2- 1050 -3 1/2- 1050 -3 1l2- 1050 3 112 - 1050 -3 1/2- 1050 -3 1%2- 1050 -3 1/2- 1050 -3 Blower Motor -Amps 3.4 X3.4 1.5 3.4 3.4 1.5 3.4 3.4 1.5 CFM Cooling & E.S.P. 1300 - .35 1300~..35 1300 - ,35 155Qs� .38 155x -x:38 1550-38 .38 1650 - .30 1650-30 .30 1650 - ,30 Filter Size 20x30x2 20x30x2` 20x30x2 20x30x2 20x30x2 20x30x2 20x30x2 20x30 x2 20x30x2 *Based on 75°C copper wire. All wiring must conform to the National Electrical Code and all local codes. 35,A 3 fcL& * *Maximum time delay fuse or HACR type circuit breaker. Form No. S3500 -615 Supersedes NEW Page 2 of 16 f� �i W2493�' 13063 00 �acity BTUH M Conlin Cap 26,000 10.0 32,000 10.0 35,000 10.2 42,000 10.0 48,000 10.5 57,500 10.1 EER 0 CFM 800 1000 1100 1300 1550 1650 Rated Acceptable Airflow Range 680-920 850-1150 935-1265 1030-1500 1280-1750 1340-1910 Available Heating Inputs ® 90,000 90,000 90,000 125,000 125,000 125,000 68,000 68,000 68,000 100,000 100,000 100,000 45,000 1 45,000 45,000 75,000 1 75,000 1 75,000 (D Capacity is certified in accordance with ANSI /ARI Standard 390 -2003. ® EER = Energy Efficiency Ratio and is certified in accordance with ARI Standard 390 -2003. All ratings based on fresh air intake being 100% closed (no outside air introduction). ® Any one of the heating inputs shown is available for each basic cooling model as indicated. Each input can be field derated 10% from factory standard and main burner orifices are included with each unit to accomplish this- See table below for additional information. Input 90,000 81,000 68,000 61,000 45,000 41,000 Output 74,000 66,500 55,500 50,000 37,000 34,000 Thermal Efficiency (T.E.) 82.0 82.0 82.0 82.0 82.0 82.0 Temp. Rise Range 50-80 50-80 40-70 40-70 25-55 25-55 Mid -Rise Range Airflow 1040 940 925 825 830 740 Acceptable Airflow Range 845-1350 765-1220 730-1275 650 - 1135 610-1330 540-1185 Heating ratings certified in accordance with ANSI 221.47 -2006. Input 125,000 113,000 100,000 90,000 75,000 Wet_Coil: 68,000 Output 102,500 93,000 82,000 74,000 61,500 12601 56,000 Thermal Efficiency (T.E.) 82 -0 82.0 82.0 82.0 82.0 770 82.0 Temp. Rise Range 50-80 50-80 40-70 40-70 30-60 1160 30-60 Mid -Rise Range Airflow 1410 1270 1365 1230 1250 .30 1135 Acceptable Airflow Range 1145-1830 1030-1650 1075-1875 965-1700 940-1875 940 850-1700 Heating ratings certified in accordance with ANSI 221.47 -2006. 1080 880 1290 1120 940 .40 1120 W24G cooling airflow is rated 800 CFM @ .15 ESP, and wet coil range is 700 - 910 CFM. W30G cooling airflow is rated 1000 CFM 0 .35 ESP, and wet coil range is 880 - 1150 CFM. See Heating Airflow Ratings Chart for heating details. 1030 See Heating Airflow Ratings Chart for heating details. 60 ESP CooGAg.j%ilo% _ .,, x.'`,r MAf1UAiFAN and HEATING MODE; ; . ESP;; Cao7tng Mode iVtiiNijl4iAN anti F#EAING MODE _ ; 1. .10 Cooling Mode MANjAL FAN and 820 1260 1 1060 Wet_Coil: 43,OOp BTU tnpUt 1060 870 .10 -4 0 BTU Injwt' 10001 High ;: 12601 10601 Med 1260 1 1060 .20 Lpw: 950 770 1200 1010 1200 1200 1010 .20 1060 1160 950 1370 1200 1010 1120 1200 1010 .30 1010 880 700 1120 810 .30 1120 940 .30 1120 1080 880 1290 1120 940 .40 1120 940 .40 1030 790 60 1030 860 680 1030 860 .40 1150 990 780 1190 1030 780 1190 1030 860 .50 910 710 1 840 950 Voltaee adjustment .50 1050 910 100 CFM 1090 950 1090 950 .60 800 840 1 .60 940 980 980 840 COOTIE Mode MA14UA4-F7>:N and't-IFATING MODE ' ESP ckes Cbojing Mode _ ; Wet Coll .' , ,MANIJAt FAN and HEATING MODE;; ESP 68,000 STU tnput -. 61,ODD BTU Input Inches M d tow High` Med tow. Hip 1NetCoil' 68,000 BTU lriput' 61,OOO STU, hput HzD High, Med' High; Low Hight .edw iligti'::'Med Low .10 820 1260 1060 870 1060 870 .10 1000 1260 1060 1060 .20 950 770 1200 1010 1010 810 .20 1160 950 1200 1010 1010 .30 880 700 1120 910 1120 940 .30 1080 880 1120 940 1120 940 .40 790 1030 1030 860 .40 1150 990 1190 1030 860 1030 860 .50 1 910 1 710 1 950 950 1 780 .50 1050 910 1090 950 780 1090 1 950 780 .60 1 800 840 1 980 1 840 1 980 1 840 660 ESP Cooling Mode MANjAL FAN and HEATING MODE inches Wet_Coil: 43,OOp BTU tnpUt ', 45,000 8TU. nput '' -4 0 BTU Injwt' Hzfl:- High ;: .Med :- Med . . Low 1060 . M.O Lpw: 1 High ;.- Med '.-Low - .10 1200 1010 820 1260 1060 870 1060 870 .20 1120 950 770 1200 1010 810 1200 1010 810 .30 1030 880 700 1120 910 .50 1120 940 750 .40 950 790 1090 1030 860 60 1030 860 680 .50 1 910 710 1 980 950 780 VoRaee adjustment- 950 780 airflow by .60 1 800 Volt 1 840 1 840 Voltaee adjustment - Reduce airflow by 100 CFM for 208 Volt Dehumidification coil adjustment - Reduce airflow by 35 CFM for dehumidification coil installed Top outlet adjustment - Increase airflow by 50 CFM for top outlet models SG -3, RG -3, non - ducted application adjustment- Reduce airflow by 100 CFM for SG -3 and RG -3 installations ESP - Cooling Mode J. ' :: MANUAt FAN and MEAT.I,NG MGDE ; Inches WetCail'' 45,000$T17 Input: 43,OOp BTU tnpUt Hz0 High Low 1000 Nigh' - 1260 %w 1060 Fligfi Med . . Low 1060 .10 .20 1160 950 1200 1010 1200 1010 .30 1080 880 1290 1120 940 1120 940 .40 1150 990 1190 1030 860 1030 860 .50 1050 910 1090 950 780 1090 950 780 60 940 980 1 840 660 1 980 840 660 VoRaee adjustment- Reduce airflow by 100 CFM for 208 Volt Dehumidification coil adjustment - Reduce airflow by 35 CFM for dehumidification coil installed Top outlet adjustment - Increase airflow by 50 CFM for top outlet models SG -3, RG -3, non- ducted application adjustment - Reduce airflow by 100 CFM for SG -3 and RG -3 installations Form No. S3500 -615 Supersedes NEW Page 3 of 16 LU LM uj ( 0 C- G fn Vi aa u z A4 co� � DD M M V4 -,S va ^4 Ego C3 0 f3 En 0 -N 40� 0 an d. I u z A4 co� C) �14 .4 iti 10 V4 -,S va ^4 C) �14 .4 iti 10 rz, Z Q- 0 U Z LOL ---4 > 0 *"04 L C) �14 .4 iti 10 i _ I . 7/f&2015 Item 1 Of 4 1 NµY. VisionPRO(D 8000 with Redi-INK111 technology for residential or commercial use Print rage ';;, SHARE rj ,r 2 _ Overview VisionPRO9. 8000 with RedLINKT"' is a 7 day programmable touchscreen thermostat that is selectable far residential or light commercial use. The thermostat can be wired directly to the equipment, used with the THM5421 R 1021 Equipment interface Module or used with the THM400DR1000 TrueZONE Wireless Adapter. Works with the RedLiNKT, accessories including the RedLiNKTM Internet Gateway, Portable Comfort Control, Wreless Outdoor Sensor. Wireless Indoor Sensor, Wireless EnhylExitRemote and Wreless Vent and Filter Boost Remote. Features • Thermostat works standalone or with the THMS421R1021 Equipment Interface Module or with the TrueZONE Wreless Adapter. • Smart Schedule - programs in seconds for any lifestyle. • Patented interview based programming and installer setup. • RedLINKm wireless communication. • Increase profit perjob by including RedLINK- accessories that provide comfort and convenience. Redl-INKTU accessories include the RedLINKT"r Internet Gateway, Portable Comfort Control (PCC), Wireless Outdoor Sensor, Wireless Indoor Sensor, Wireless Entry /Exit Remote, Wireless Vent and Filter Boost Remote, TrueSTEAMTM humidifier with Wireless Adapter and TrueZONE0 zoning panel with Wreless Adapter. • Selectable for residential and light commercial applications. Meets commercial code and is title 24 compliant. • Light commercial - commercial language (occupied and unoccupied), schedule holidays and custom events, remote setback, economizer and time of day. Remote Setback requires the THM5421R1021 Equipment Interface Module. Plain language setup, no manual needed. Alerts and User Interactions Log - Keeps a searchable history of alerts and setting changes to the thermostat to determine if there is a system malfunction or if the issue was caused by a user error. Saves time in troubleshooting and points the technician in the right direction. The Alert and User Interaction Logs are viewable on a computer after you download them from the thermostat to a microSD card. • Customizable Service Reminders allow dealers to remind their customers When its time to call for service, when their warranty is expiring and to provide customized alerts. MicroSD port for copying the Installer Setup, Customizable Reminders, Custom Events and Holidays to multiple thermostats. • MICroSD port for adding the dealer's contact information on the screen. • 1 assignable output on the TH8321 model to control humidification, dehumidification, ventilation or a stage of heating /cooling. • 3 assignable outputs on the Equipment interface Module to control humidification, dehumidification, ventilation or stage of heating /cooling. The TH8110 and TH8320 models require the use of a Wireless Indoor Sensor to control humidification and dehumidification. • 1 assignable input can be used with a wired outdoor, indoor or discharge sensor. • 4 assignable inputs on the Equipment Interface Module can be used with wired outdoor, indoor or discharge sensors, occupancy sensor for remote setback and dry contact devices to trip pre- packaged or cusiorn alerts such as a full drain pan or water leak. • Extend wireless range of the Equipment interface Module by connecting a 1- HM400ORI000 Wireless Adapter to the ABCD terminals. • Dual powered - battery or hardwired (C Wre). • Precise temperature control ( +/- 1` F) for reliable and consistent temperature. Multiple staging options to provide comfort or energy savings. Product Specifications Hazmat Information TH8321 Rl OOl lU Application VisionPROO 8000 with RedLLUKT" technology For residential or commercial use. Stages up Dimensions (in.) to Up to 3 lieat 12 Cool. c�rtdWOM r 118 mm. High, 126 mm. Wde, 29 mm. Deep Includes VisionPRO& 8000 thermostat rid C V1lorks standalone orwith optional THM5421R1021 Equipment Product info Literature Accessories & Replacement Parts Overview VisionPRO9. 8000 with RedLINKT"' is a 7 day programmable touchscreen thermostat that is selectable far residential or light commercial use. The thermostat can be wired directly to the equipment, used with the THM5421 R 1021 Equipment interface Module or used with the THM400DR1000 TrueZONE Wireless Adapter. Works with the RedLiNKT, accessories including the RedLiNKTM Internet Gateway, Portable Comfort Control, Wreless Outdoor Sensor. Wireless Indoor Sensor, Wireless EnhylExitRemote and Wreless Vent and Filter Boost Remote. Features • Thermostat works standalone or with the THMS421R1021 Equipment Interface Module or with the TrueZONE Wreless Adapter. • Smart Schedule - programs in seconds for any lifestyle. • Patented interview based programming and installer setup. • RedLINKm wireless communication. • Increase profit perjob by including RedLINK- accessories that provide comfort and convenience. Redl-INKTU accessories include the RedLINKT"r Internet Gateway, Portable Comfort Control (PCC), Wireless Outdoor Sensor, Wireless Indoor Sensor, Wireless Entry /Exit Remote, Wireless Vent and Filter Boost Remote, TrueSTEAMTM humidifier with Wireless Adapter and TrueZONE0 zoning panel with Wreless Adapter. • Selectable for residential and light commercial applications. Meets commercial code and is title 24 compliant. • Light commercial - commercial language (occupied and unoccupied), schedule holidays and custom events, remote setback, economizer and time of day. Remote Setback requires the THM5421R1021 Equipment Interface Module. Plain language setup, no manual needed. Alerts and User Interactions Log - Keeps a searchable history of alerts and setting changes to the thermostat to determine if there is a system malfunction or if the issue was caused by a user error. Saves time in troubleshooting and points the technician in the right direction. The Alert and User Interaction Logs are viewable on a computer after you download them from the thermostat to a microSD card. • Customizable Service Reminders allow dealers to remind their customers When its time to call for service, when their warranty is expiring and to provide customized alerts. MicroSD port for copying the Installer Setup, Customizable Reminders, Custom Events and Holidays to multiple thermostats. • MICroSD port for adding the dealer's contact information on the screen. • 1 assignable output on the TH8321 model to control humidification, dehumidification, ventilation or a stage of heating /cooling. • 3 assignable outputs on the Equipment interface Module to control humidification, dehumidification, ventilation or stage of heating /cooling. The TH8110 and TH8320 models require the use of a Wireless Indoor Sensor to control humidification and dehumidification. • 1 assignable input can be used with a wired outdoor, indoor or discharge sensor. • 4 assignable inputs on the Equipment Interface Module can be used with wired outdoor, indoor or discharge sensors, occupancy sensor for remote setback and dry contact devices to trip pre- packaged or cusiorn alerts such as a full drain pan or water leak. • Extend wireless range of the Equipment interface Module by connecting a 1- HM400ORI000 Wireless Adapter to the ABCD terminals. • Dual powered - battery or hardwired (C Wre). • Precise temperature control ( +/- 1` F) for reliable and consistent temperature. Multiple staging options to provide comfort or energy savings. Product Specifications Hazmat Information UN 3091 Lithium metal batteries packed inrwith equipment Application Up to 3H/2C heat pump or up to 21 -ir2C conventional Dimensions (in.) 4 518 in. High, 4 15,116 in, Wde, 1 118 In, Deep Dimensions (min) 118 mm. High, 126 mm. Wde, 29 mm. Deep Includes VisionPRO& 8000 thermostat Used With V1lorks standalone orwith optional THM5421R1021 Equipment Interface Module and RedLINKN accessories lier Type Product tmtosalcustomer .honeywell.com /en-U Sipages /Product.aspx ?cat= HonECC ° /o2oCatalog &pid= TH8321 R 1001/U W2 71;10`201§ Electrical Ratings Frequency Stages Electrical Connections Operating Humidity Range (% RH) Supply Vollaae Switch Positions (System) Switch Positions i {Fan} Operating Temperature Range (F) Operating Temperature Range (C) Color Programmability Power Method Terminal Designations j Display Size i Changeover j Selling Temperature Range (F). Setting Temperature Range (C) Humidification Setting Range Dehumidification Setting Range terms & conditions I privacy statement I site map UsionPROO 8000 with RedLINKTr-' technology for residential or commercial use 18 to 30 Vac or 750 mV 50 Hz; 60 Hz Up to 3 Heat / 2 Cool Heat Pump or Up to 2 Heat / 2 Cool Conventional when used standalone; Up to 4 Heat / 2 Cool Heat t' Pump of Up to 3 Heat /2 Cool Conventional when used with the Equipmentinteriace Module. Screw terminals 5 to 90% RH, non- condensing j 18 to 30 Vac or 750 mV HEAT- OFF - COOL - AUTO -EMA EAT AUTO-ON-CIRC- FOLLOW SCHEDULE I 32 F to 120 F i 0C to4a.9C Arctic White 7 -Day Multiple Day Programming or Non - Programmable 1 Battery or Hardwired R, RC, C, W-O /B, LV2- AUX1E, Y, Y2; G, AAA, IL, U1 U1, Si S1 10 sq in. Auto or Manual Heat: 40 F to 90 F; Coal 50 F to 99F Heat. 4.5 C to 32.0 C: Cool: 10 C to 37.0 C Cooling: 40 to 30% RH. Heating: 10 to 60. RH. 40 to 80% RH. !� 1 i ptr w tK.:;,a= lLc'ucr choose region & language honeywell international inc. 2015 https: /Icustomer. honeywell. com /en- US /pages/Product.aspx ?cat= HonECC %20C atalog &pid= TH8321 R 1001/U 212 STATE 00 o x �2 Y 1889 �O STATE OF WASHINGTON - Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia, Washington 98504 -4430 Web Site www.ini.wa.gov /tradeslicensing /factory assembled structures/ 19- May -16 To- City of Yelm 105 Yelm Avenue W Yelm, WA 98597 Gary Carlson Re: Modular Building Site location: Yelm School District 1315 Yelm Ave West Yelm, WA 98597 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by City of Yelm. MODERN BLDG SYSTEMS is the manufacturer, they may be contacted at 503- 749 -4949. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the City of Yelm. If you have any questions or concerns please feel free to contact me. Terry Kleier Plans Examiner WA State Dept of Labor & Industries (360) 902 -5221 Kler235 @Ini.wa.gov i 17 Department of Labor and Industries . ..... fiel ........... ............. Factory Assembled Structures F3 PO Box 44430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Olympia WA 98504-4430 Date www.wa.gov/lni/FAS/ 411812016 M 93 (case sensitive) The Factory-Built unit identified below requires completion work at the site Nffg as specified. Modern Building Systems, Inc. Owner's name Mfgr's serial no. Dept. serial no. Yelm School District 2016-09 1 TWl�tip dd I Tvoe of construction 10ccimancv IETA at site 1315 Yelm Avenue West I VB E City State ZIF+4 County Yelln WA 98597 Thurston Phone number Installation site is in: 0 city Li County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT www.wabo.org/ INSERT NAME AND ADDRESS IN SHADED AREA ELECTRICAL DEPARTMENT www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA .......... I .............. ............... ......... ............... . . . ...... . .. ... .......................... ...... ........... ......... :-T-b ......... .... . ... ....... . ... ......... ............... ............................ ................... ........ ...... ...... . ......... ..... .................... . .... ..... ............. ..... ....... .............. ........................ .. ........ ....... . .. . ..... V ............. ........................ . ..... ...................... ....... . .... ... .... .... .. ........... . ............. .. . . .. .... .. . .. .. . .. ......... . .. . ..... . .... ......... ...... .... ....... ................ ....... ..................... . .. .. . .. . . ...... . ...... . . .................. . ................. .............. ......... .. . .. ... ... .....� . .. ... ..... ...... .. . .......... ......... . ......I ... ......... .....I ........ .. . . .. .. .. . ..h...d...i..i.... ..S........W...... ....:..: .. ... .. .. . ...............7. ...... .7.3.:.. U. ...7 ... . . .. ...... ..................... ... ..........2 ........... .. ... . . ........... ...... . ........... ..... .......................... ....... .j...... �........ ........... .... ... ....................... ..... ..... .............. ........ ............ . . .... . ... ... ... . . ....... . .. . ... . ....... ....................... .. ..... .... .. . . ................... . ............. . .... . .. ..... .�..6...� . ......... ......... .... ..I ... ...... . . .... ..................... . . . ....... . . . .. .............. .......... .............. ................. ............ ................. ........... . .... . ..... . ....... ................ ........................................ .......... ................... ........... . .......... . .. . .......... . . . ...... . ....... ......... ....... I ........ .. ... .. .... ....... . ......... .............. ......... ......................... .... . STRUCTURAL: ELECTRICAL: 1) 5/8" Dia. Threaded Rods with nuts and washers - 2'-0" from and 6'-0" O.C. at marriage line floor rims- Detail 4IS4.1 1) Connect to site power and completion of marriage line cross- overs. Reference sheets E0.1 & E1.1 -ends 2) Truss Marriage lines Continuous 2x6 flat w/12d at 12" o/c, See Detail 9 /54.1. 2) Review, Inspection and approval of fire alarm System. 3) Install roof cap-truss, over-subroof. See sheet S2.0, S3.0, & S4.1. 4) Wall Strap at Marriage Line, See Detail 6/S4.1 FINISH: 1) Normal module close-up at ceiling, walls and floor. See Details I/A3.0, 2/A3.0, 3/A3.0.2, 9/A1.2, 10/A1.2, I I/A1.2 2) Completion of Stone/Wainscot sheet A2.0, A2.1, S3.0, S4.0 3) Completion of ridge vent detail 5/S4.1 MECHANICAL: 1) Cross overs ar Marriage line. PLUMBING: 2) Site Instal / Fire Sprinkler upper framing 1) Connection to site supply water and sanitary sewer. Reference sheet P1.0 Inspector's name (print/type) Phone: (8 am to 5 pm) Manufacturer's name (print/type) Modern Building 5jjt=.s, Inc Office location Date jMaVCfacturees 411812016 sign tune For Dept. Recd File By Use ONLY I / / I I F623-013-000 (PDF) notification to local enforcement agency I 1 -00 White - Olympia office Green - Electrical section Canary - Inspector Pink - Building department Goldenrod - Customer Department of Labor and Industries Pg. ....... I: ,Cory Assembled Structures I Redd I I PO Box 44430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Olympia WA 98504-4430 Date www.wa.gov/lni/FAS/ 411912016 M 93 (case sensitive) Mfg The Factory-Built unit identified below requires completion work at the site Modern Building Systems, Inc. as specified. ............ . . .......................... .......... . .... . ......... . ..................... ................... ........ .. .... . . ........ ... ...... .. . . . . ....... .......... ..... Owner's name ........... .............. ... . .. ............. ............. ............... .. ......I .. .... .......... ... . . . ................. .. . ... . ...... .................. al ................. ............ I ...... .. .. ............ ........... ...... .... .... .. .. ........ Mfgr's serial no. Dept. serial no. Yelm school District 1) 5/8" Dia. Threaded Rods with nuts and washers - 2'-0" from ends and 6-0" O.C. at marriage line floor rims. Detail 4/S4.1 2016-09 2) Truss Marriage lines Continuous 2x6 flat w/12d at 12" o/c, See Detail 9/S4.1. T11�t4 AA.... I Tvne of construction lOccuDancv ETA at site 1315 Yelm Avenue West I V8 E I Redd I I City State ZIP+4 County Yelm WA 98597 Thurston Phone number Installation site is in: city LJ County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT www.wabo.org/ INSERT NAME AND ADDRESS IN SHADED AREA ELECTRICAL DEPARTMENT www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ................... ............ ..... ... . . ....... . To:::::' . . . . . . . . . . . . . . . . ............... ........... . . . .... .... . . . ..... ...... . .... ....... .......... ....... .......... ...... .... ... . . ............ .. ... ... . . .. . .... .......... .. ... .. .... .............. ... .... ...... .... ... .................. ..... ... ........... . ..... .................. ............. ............................ ............ .... .. ... . .... . .. .. . . ... ............... .................. ................ ................. ...I ... ... ... .... .................. .........� ...... ........... .... ..... ........... ............ ......................... ....... ...... .... ..... ........ ..... .. .. .. . . ....................................................... ...................... .. ............ . . .......................... .......... . .... . ......... . ..................... ................... ........ .. .... . . ........ ... ...... .. . . . . ....... .......... ..... ........... . ... ..... ... .... .......... . .. ......... . . ..... . I .... ....... .....I .. .. ..... ........... . .. ................... ..... ..... ... .. .. . . ........... .............. ... . .. ............. ............. ............... .. ......I .. .... .......... ... . . . ................. .. . ... . ...... .................. al ................. ............ I ...... .. .. ............ ........... ...... .... .... .. .. ........ . . . . . . . . . .. . . ...... ....... ... ............ ........... ............ ... . ...... .. ............ ............................... ...... ..... .... .. .... ..... STRUCTURAL: ELECTRICAL: 1) 5/8" Dia. Threaded Rods with nuts and washers - 2'-0" from ends and 6-0" O.C. at marriage line floor rims. Detail 4/S4.1 1) Connect to site power and completion of marriage line cross- overs. Reference sheets E0.1 & E 1.1 2) Truss Marriage lines Continuous 2x6 flat w/12d at 12" o/c, See Detail 9/S4.1. 2) Review, Inspection and approval of fire alarm System. 3) Install roof cap-truss, over-subroof. See sheet S2.0, S3.0, & S4.1. 4) Wall Strap at Marriage Line, See Detail 6/S4.1 FINISH: 1) Normal module close-up at ceiling, walls and floor. See I/A3.0, 2/A3.0, 3/A3.0.2, 9/A1.2, 10/A1.2, 11 /A1.2 —Details 2) Completion of Stone/Wainscot sheet A2.0, A2.1, S3.0, S4.0 3) Completion of ridge vent detail 5/S4.1 MECHANICAL: 1) Cross overs ar Marriage line. PLUMBING: 2) Site Install Fire Sprinkler upper framing. 1) Connection to site supply water and sanitary sewer. Reference sheet P1.0 Inspector's name (print/type) Phone: (8 am to 5 pm) Manufacturer's name (print/type) Modern Building 5 Inc. Office location Date 4/18/2016 M facturer's sign tore For Dept. Use ONLY I Redd I I File I By White - Olympia office Green - Electrical section Canary - Inspector F623-013-000 (PDF) notification to local enforcement agency 11-00 Pink - Building department Goldenrod - Customer r rosrat ueuvery i Applicant. Fill out completely 'wtiilrlent Of Labor and Industries . F'$ / anu acturer Mrg r o. Factory Assembled Structures s ❑ CC CH 11 s ; Modern Bui lding Systems, Inc: M -93 PO Box 44430 % z riTT E Plans to return to: Address Olympia WA 98504 -4430 WA Only 9493 Porter Rood WA, Rev/OR Courtes 'Ty `a` For Non - Postal Delivery (eg., FedX, UPS) d1&6 Courtesy Aumsvi/ /e, OR 97325 Department of Labor and Industries ❑ Factory Assembled Structures --- -Other State State to FOR DEPARTMENT USE ONLY 7273 Linderson Way SW R . i V E D reciprocity y FAS re :. �✓:. t: i i% ?G,! .._..i... Tumwater WA 98501 t' "'` �Sc� www- wa.gov/Ini/FAS/ (case sensie1 t1 i C p o a[eappxw aptrw a PLAN APPROVAL RE Ct 11J-: �v FACTORY BUILT STRUCTURES & COMMERCIAL COACHES Contact person's printed name: FAB Daze: Fee enclosed: Don Wall -- 411812016 $3,21794 Signature Phone No.: I FAX No.: 503 - 749 -4949 503 - 749 -4950 n ew ptan (master uesign) Renewal AP No. Addendum AP No. Note: Identifv addendum items on nlansl (1 Yr design) X See Initial MFG filing No fee required appropriate Resubmittal App1ID WA for fees Plans reviewed by L&I listed professional Code cycles (month/year): I$C/IMC/UPC: 7 113 VIAQ: – / – NEC: 7 / 14 WSEC: 7 / 13 UFC: 7 / 13 Size of building: No. of Occupancy Width: 66 r -0" Length: 125' 6 Area (Sq Ft): 8283 Modules 9 group: E Type construction: Use: Sub yr: SEC yr. Seismic Zone: V9 Ciossrooms 2012 2014 L 2541 Roof Iive load PSF: Wind load MPH -EXP: (PSF for CC) Floor load PSF: 25 140 / 9 - 50 d 100,7t Corridor Plot plan submitted? ❑ Yes . No If "No ", provide distance from farthest projection to nearest building/property line: Front: 10 , Rear: 10' Left side: 10 r Right side: 10 Type heat: ❑Central ❑Hydronics []Baseboard []I- Mother: SPV 605 Heat AGCoolin forced air room beater Type of fuel: ❑Electric .Natural gas ❑Propane []Oil ❑Other: Insualtion Floor Walls Roof(Flat) Roof(Vault) Heating zone: ■ . sB values: 30 21 42 _ WSEC compliance chapter: Energy calculations: Electrical service: 11 ❑ Attached ❑ On file - AP# Component Systems Heat Pump [3 Yes 0 No Amps 600,4 1201209V Prescriptive Performance Analysis N/A Air conditioning 0 Yes ❑ No kVA 71.7 Phase ❑1 03 N/A Attached Attached/Design On L&I Review Professional Review file Structural calculations or test proposals ❑ E ❑ ❑ AP# Truss or rafter drawing(s) ❑ ■ ❑ ❑ AP# Truss plan if over 3 different trusses N ❑ ❑ ❑ AP# Girder truss or ridge beam drawing ■ ❑ ❑ ❑ AP# HVAC drawing ❑ ❑ ❑ AP# Cross section and elevation ❑ ❑ ❑ AP# Foundation plan ❑ ❑ ❑ AP# Electrical load demand calculation ❑ ■ ❑ ❑ AP# Panel box schedule /Electrical load calc's ❑ ■ ❑ ❑ AP# Chassis drawing (CC units only) 0 ❑ ❑ ❑ AP# Plumbing systems: ❑ ❑ ❑ AP# Operating pressure 46 to 60 No of fixtures 18 Total developed length 100 RETURN PLANS ❑ Regular mail VIIA' ❑ Other F623 -006 -000 (PDF) plan approval request 11 -00 ❑ Overnight @ customer's expense . Carrier Acct # FedEx - 6round 164341453 For Postal Delivery ' separtment of Labor and Industries ractory Assembled Structures Permanent PO Box 44430 0 Alteration Olympia WA 98504 -4430 IRECEIVED E3 Replacement For Non- Postal Delivery (eg., FedX, UPS) Department of Labor and Industries t; ag VIVlulti- Tagged Factory Assembled Structures a ID 7273 Linderson Way SW p OR p Otter Tumwater WA 98501 FAS iS:.. www wa gov/Ini/FAS/ "' -°- -- - - -- (case sensitive) FAX NO. APPLICATION FOR INSIGNIA��`° s FOR FACTORY BUILT STRUCTURES;, Fee Appucanr: rur our compeer Ly MANUFACTURER MFG NO. Modern Building Systems, Inc. M -93 9493 Porter Road Aumsville, OR 97325 TELEPHONE NO. FAX NO. 503 - 749 -4949 503- 749 -4950 OKDE PART MENT:USE ONL Y Fee :1(1:i:FEELEpGER:5 is' :S:A?w10UN'r':::� .......(}{:::.:/. j:;:::::::: $273.40 SUBMIT ONE COPY - Note. A separate form is to be used for each building unless multiple buildings have the same plan approval number. Contact person's printed name: Date: Fee enclosed: Don Wall 1 411412016 1 $470.20 Signature: Phone No.: FAX No.: 503- 749 -4949 ` 503- 749 -4950 A FEE FOR EACH INSIGNIA IS DUE WITH APPLICATION - NOT SUBJECT TO REFUND DI FACE MAKE r-HFCK-q PAYARI F TO DFPT_ OF LAROR & INDUSTRIES Manufacturer to complet Number of tags: Regular mail Via Overnight at customer expense ■ Other FedEx Carrier Fed Ex - Ground Acct # 164341453 POR :0E PARVIE XTU8 C L.y: .... ... .............. . Design Dept No. Mfg Serial No. Approved Plan No. POD 1 Fee 1. 2016 -09A OF 6 $273.40 OG E ITC VB IS S,P,EM SUB YR 12 SEC YR 14 ESL 71.7 KVA RF 25 W 14018IL2541L SZONE TD 4C /5B HTG SPV bas AC Yes P 18 Design Dept. No. Mfg Serial No. POD 2 Fee 2. 2016 -098 OF 6 $24.60 Design Dept. No. Mfg Serial No. POD 3 Fee 3. 2016 -09C OF 6 $24.60 Design Dept. No. Mfg Serial No. POD 4 Fee 4. 2016 -090 OF 6 $24.60 Design Dept. No. Mfg Serial No. POD 5 Fee 5. 2016 -09E OF 6 $24.60 Design Dept. No. Mfg Serial No, POD 6 Fee 6. 2016 -09F OF 6 $24.60 Design Dept. No. Mfg Serial No. POD 7 Fee 7. 2016 -096 OF 6 $24.60 Design Dept. No. Mfg Serial No. POD 8 Fee 8. 2016 -09H OF 6 $24.60 Design Dept. No. Mfg Serial No. POD 9 Fee 9. 2016 -09J OF 6 $24.60 Manufacturer to complet Number of tags: Regular mail Via Overnight at customer expense ■ Other FedEx Carrier Fed Ex - Ground Acct # 164341453 POR :0E PARVIE XTU8 C L.y: .... ... .............. . Gate:::::::::::: E...ly?Ia...a s...r ................... ..... .. F623 -014 -000 (PDF) app for insignia -factory built 11 -00,0,1:�11 C-1 Design Maps Summary Report MdU= Design Maps Summary Report User - Specified Input Report Title Yelm Seismic Wed April 20, 2016 17:33:53 UTC Building Code Reference Document ASCE 7 -10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 46.95121 0N, 122.62355 °W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I /II /III USGS- Provided Output Ss = 1.254 g Sms = 1.254 g Sus = 0.836 g Sl = 0.500 g S„1 = 0.751 g Sol = 0.500 g Page 1 of 2 For information on how the SS and S1 values above have been calculated from probabilistic (risk- targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.a3 1.30 1.17 1.04 0.91 0.78 0.65 0.52 0.39 0.25 0.13 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period. T (sec) Design Response Spectrum 0.99 0.90 0.81 0.72 0.63 w � 0.54 0.45 ta 0.35 0.27 0.18 0.09 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period. T (sec) For PGA„,, TL, CRS, and CRl values, please view the detailed report. http: / /ehp2- earthquake.wr.usgs. gov /designmaps /us /summary.php ?template= minimal &latit... 4/20/2016 Tol -Brace Seismic Calculations Emerald Fire Project Address: Yelm 9 Unit _. 11021 Cramer Rd KP N 00 Gig Harbor WA 98329 COOPER B-Line ItTOLCO 1315 Yelm AVE W ..._ _ ... - -.. 253- 857 -2056 Yelm WA EMERAFL980MR Job # 216052 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 35'0" (10.67, m) _ Tolco Component Fig. Number Adjusted Load Maximum Brace Length 0" (2x13 m) FigAL Clamp 1425 Ibs (646 kg) Bracing Material 1" Sch.40 Fig.909 No- Thread Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any Least Rad. of Gyration 0.42" (11 mm) other components voids these calculations and the listing of the assembly. Assembly Detail L/R Value 200 _...� .�_�... Max Horizontal Load 1310 Ibs (594 kg) TOLCO 1=IG. 909 NO- THREAD SWIVEL SWAY BRACE ATTACHMENT Force Factor (Cp) 0.5824 STEEL PIPE LATERAL BRACE Fastener Information 0 Fastener Orientation NF��e E TOLCO FIG. 4L PIPE CLAMP FOR Maximum Load _ SWAY BRACING ; • 360 Ibs (163 kg) N � Diameter 1 /2in. (13 mm) - - - -- - - - - - -- O Length 3 -1 /2in. (89 mm) Type Dual Lag Bolts - Fic�906 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 35ft (10.7 m) 240 Ibs (109 kg) Percentage added for Fittings and Sprinklers 15% 36 Ibs (16.33 kg) Total Adjusted Load of all pipe within Zone of Influence 276 Ibs (125 kg) i 101-brace version 71 Tol -Brace Seismic Calculations Yelm 9 Unit 1315 Yelm AVE W Brace Identification Brace Type (Per NFPA #13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job *216052 COOPER e -Une I Q)roLCO Worst Case Longitudinal NFPA Type E 4" Sch.10 Steel Pipe 35'0" (10.67 m) Longitudinal 1" Sch.40 7'0" (2.13 m) 200 45° 1/2 x 3 -1/2 (13 x 89 mm) Dual Lag Bolts Perpendicular to Beam - TOLC( 3- 1 /2in. (89 mm) Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 135ft (10.7 m) G- Factor Used 0.5824 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 276 Ibs (125 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 360 Ibs (163 kg) Fig.41L Clamp 1425 Ibs (646 kg) Fig.909 No- Thread Swivel 1425 Ibs (646 kg) Structural Member Doubled Truss Calculations prepared by Michael Hallengren *The description of the Structual Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 7 visit us at www.tolcc.com Tol -Brace Seismic Calculations Emerald Fire Project Address: Yelm 9 Unit 11021 Cramer Rd KIP N 00 Gig Harbor WA 98329 COOPER B -Line @TDLCQ 1315 Yelm AVE W __.._ 253 -857 -2056 Yelm WA EMERAFL980MR Job # 216052 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 14'.0" (4.27 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 0' (2.13 _ 7 � m ) . Fig.4LA (Lat) Clamp 707 Ibs (321 kg) Bracing Material 1" Sch.40 � Fig.909 No- Thread Swivel 1425 Ibs (646 kg) ° Min. Angle from Vertical 45_.__..._,_.._.... *Calculation Based on CONCENTRIC Loading •Please 450 Ibs (204 kg) Note: These calculations are for Tolco components only. Use of any 0.42" (11 mm) other components voids these calculations and the listing of the assembly. Assembly Detail Least Rad. of Gyration UR Value 200 Max Horizontal Load 1310 Ibs (594 kg) Force Factor (Cp) 0.5824 _._. ,NR jj r flSi V47 -- NO-tSREAbATTA WIVE SWAT BRACE A7fACNMEDiF i ® ' Fastener Information BRACE Pf►H- Fastener Orientation NFPA Type E Maximum Load 600 Ibs (272 kg) lSRAC TCICCf«i AY GRACE ATTAC,7_ Diameter 1 /2in. (13 mm) Length g Minimum 4x Wood Member Type Dual Throu h -Bolts - Fi .906 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 14ft (4.3 m) 96 Ibs (44 kg) 2" Sch.10 Steel Pipe (50.8 mm) 120ft (36.6 m) 295 Ibs (134 kg) Percentage added for Fittings and Sprinklers 15% 59 Ibs (26.76 kg) Total Adjusted Load of all pipe within Zone of Influence 450 Ibs (204 kg) fTol -Brace Version 71 Tol -Brace Seismic Calculations Yelm 9 Unit 1315 Yelm AVE W Brace Identification Brace Type (Per NFPA #13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 216052 COOPER B -Line I QTOLCO Worst Case Lateral NFPA Type E 4" Sch.10 Steel Pipe 14'0" (4.27 m) Lateral 1" Sch.40 7'0" (2.13 m) 200 45° 112 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9( Minimum 4x Wood Member Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 14ft (4.3 m) 2" Sch.10 Steel Pipe (50.8 mm) 120ft (36.6 m) G- Factor Used 0.5824 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 450 Ibs (204 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 600 Ibs (272 kg) FigALA (Lat) Clamp 707 Ibs (321 kg) Fig.909 No- Thread Swivel 1425 Ibs (646 kg) Structural Member Doubled Truss Calculations prepared by Michael Hallengren *The description of the Structual Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 7 visit us at www.tolco.com Z DIJERN - BUILDING SYSTEMS PO Box 110. 9493 Porter Rd . Aumsville, OR 97325 800.682.1422 Modern Bu ilding5ystems.com JOB #2016 -09 Yelm HS III SHEET NO 1 OF CALCULATED BY MCL DATE 3/29/2016 CHECKED BY DATE SCALE STRUCTURAL CALCULATIONS FOR 66'X 126' MODULAR MATERIAL SUMMARY MS-1 - -> MS -3 BENDING STRESS BS -1 - -> BS -2 ROOF FRAMING ANALYSIS RF -1 - -> RF -10 EXTERIOR WALL STUD STUD -1 - -> STUD -4 FLOOR FRAMING ANALYSIS FLR -1 - -> FLR -8 LATERAL FORCE ANALYSIS LFA -1 - -> LFA -6 FOUNDATION ANALYSIS FDN -1 - -> FDN -4 LOADING ANALYSIS L -1 - -> L -5 �-j m � 1� ws.. 0. Y. UNJERN JOB #2016 -09 Yelm HS III SHEET NO MS -1 OF MS -3 BUILDING SYSTEMS CALCULATED BY MCL DATE 3/29/2016 PO Box 110. 9493 Porter Rd . Aumsville, OR 97325 CHECKED BY DATE 800.682.1422 Modern Bu ildingSystems.com SCALE MATERIAL SUMMARY FOR 66'X 126' MODULAR ROOF FRAMING: TYP RF RAFTER USE N /A. USE ENGINEERED TRUSSES - SEE ATTACHMENTS TYP EXTERIOR WALL 6' -0" OR USE (2) 2X10 DF #2 SEE RF -1 LESS OPENING HDR TYP INTERIOR LOAD BRG WALL USE 4 x 6 DF #2 SEE RF -2 3' -0" DOOR HDR COLUMNS: TYP 6' -0" OR LESS OPENING USE (2) 2X6 DF STUD GRADE SEE RF -3 HDR COLUMN @ EXT WALL HDR COLUMN AT INT BRG USE (2) 2X6 DF STUD GRADE SEE RF -4 WALL EXTERIOR WALL STUD USE 2X6 DF STUD GRADE STUD -1 INTERIOR BRG WALL STUD USE 2X6 DF STUD GRADE STUD -2 FLOOR FRAMING: TYP FLR JOIST USE 2X8 DF #2 @ 16" O.C. SEE FLR -1 -4 FLR JOIST AT BRG WALL USE (3) 2X8 DF #2 SEE FLR -7 TYP FLR JOIST SUPPORT BEAM USE 4X8 DF #2 SEE FLR -5 -6 SHEATHING: ROOF USE USE MIN 7/16" SHTG w/ 15 GA STAPLES SEE LFA -1,2,3 AT 6" EDGE & 12" FIELD (UNBLOCKED) (ESR -1539, TABLE 6) UPGRADE TO 4" & 8 ". AT ROOF SHEAR WALL @ GRIDS A- P USE USE MIN 7/16" SHTG w/ 15 GA STAPLES SEE LFA -1,3 AT 6" EDGE & 12" FIELD (BLOCKED) (ESR- 1539, TABLE 8) t JOB #2016 -09 Yelm HS III 013ERN SHEET NO MS -2 OF MS -3 BUILDING SYSTEMS CALCULATED BY MCL DATE 3/29/2016 PO Box 110. 9493 Porter Rd . Aumsville, OR 97325 CHECKED BY DATE 800.682.1422 Modern BuildingSystems.com SCALE EXT WALLS @ GRIDS 1 & 4 USE USE MIN 7/16" SHTG w/ 15 GA STAPLES SEE LFA -2,6 (SPECIAL INSPECTION) AT 3" EDGE & 12" FIELD (BLOCKED) (ESR- 1539, TABLE 8) UPGRADE TO 3" & 8" FASTENING FLOOR USE USE MIN 19/32" SHTG w/ 8d (.113) AT SEE LFA -1,2,3 6" EDGE & 12" FIELD (UNBLOCKED) (ESR- 1539, TABLE 6) UPGRADE TO 23/32" SHTG AT 6" & 8 ". AT FLOOR TYP WIND UPLIFT CONNECTIONS @ CAP TRUSS TO CHOPPED TRUSS TYP WIND UPLIFT CONNECTIONS @ EA CHOPPED TRUSS TO EXT WALL TOP PLATE TYP WIND UPLIFT CONNECTIONS @ EA CHOPPED TRUSS TO INT BRG WALL TOP PLATE TYP WIND UPLIFT CONNECTIONS @ EA CHOPPED TRUSS TO INT BRG WALL BOTTOM PLATE TYP WIND UPLIFT CONNECTIONS @ EA CHOPPED TRUSS @ INT BRG WALL BOTTOM PLATE TO FLR USE MIN (4) SIMP SDWS2280ODB SCREWS, MIN EMBED 2 -3/4" USE MIN (2) SIMP SDWC15600 SCREWS SPACED PER DETAIL USE MIN SIMP CS -18 w/ (4) N -10's EA END @ TOP USE MIN SIMP CS -18 "U" BRKT w/ (3) N -10's EA END @ BOTTOM USE MIN 1/4" DIA x 6" L, SIMP SDS SCREWS @ 2' -0" O.C. WIND UPLIFT CONNECTIONS @ USE MIN (2) SIMP CS -18 STRAPS w/ (4) N- INT 3' DOOR HDR TO COLUMN 10 -S EA END, T &B. WIND UPLIFT CONNECTIONS @ USE MIN (2) SIMP CS -18 STRAPS w/ (6) N- INT 6' WINDOW HDR TO 10'S EA END, T &B. COLUMN SEE RF -7 SEE RF -7 SEE RF -8 SEE RF -8 SEE RF -8 SEE RF -9 SEE RF -9 JOB #2016 -09 Yelm HS III ,OADDERN SHEET NO MS -3 OF MS -3 BUILDING SYSTEMS CALCULATED BY MCL DATE 3/29/2016 PO Box 110. 9493 Porter Rd . Aumwille, OR 97325 CHECKED BY DATE 800.682.1422 Modern Bu ildingsystems_com SCALE SHEAR WALL HOLD DOWNS USE MIN SIMP CS -18 w/ (4) N- SEE LFA -3 U.N.O. 10's EA END SHEAR WALL HOLD DOWNS USE MIN SIMP HDU2- SDS2.5 w/ (6) 1/4" DIA SEE LFA -6 x 2 -1/2" L SDS SCREWS AND VERTICAL TIE DOWN BELOW SIDEWALL TOP PLATE SPLICE USE USE MIN 4 ft SPLICE w/ SEE LFA -5 (12) 12d's (.131) EA END ENDWALL TOP PLATE SPLICE USE MIN SIMP CS -18 w/ (4) N- SEE LFA -4 10'S EA END SHEAR TRANSFER BETWEEN USE MIN 2X6 DF #2 w/ 12d (.131) @ 12" SEE LFA -5 MODS AT SUBROOF M.L. O.C. PER DETAIL SHEAR TRANSFER BETWEEN USE MIN 7/16" SHTG w/ 15 GA STAPLES AT SEE LFA -1,2,3 MODS AT ROOF M.L. 4" EDGE, 8" FIELD (UNBLOCKED) (ESR- 1539 TABLE 6) FOUNDATION: EXT FTG @ Grids A & R USE USE +/- 16 in. SQ. PADS OR 2 x 12 x 24 SEE FDN -1 in. P.T. PADS AT 5' O.C. EXT FTG @ Grids 1 & 4 USE +/- 16" SQ CONC PADS AT —3' -6" O.C. SEE FDN -3 PER DETAIL TYP INTERIOR FTG @ 50 PSF USE USE +/- 16 in. SQ. PADS OR 2 x 12 x 24 SEE FDN -1 FLR LL in. P.T. PADS AT 6' O.C. TYP INTERIOR FTG @ 100 PSF USE +/- 16" SQ. PADS OR 2 x 12 x 24" P.T. SEE FDN -2 FLR LL PADS AT 4' O.C. TYP INTERIOR FTG @ BRG USE +/- 16" SQ PADS OR 2 x 12 x 24" P.T. SEE FDN -2 WALL PADS AT —3' -6" O.C. PER DETAIL BLDG SIDE ANCHORS USE USE (12) ANCHORS AT EA SIDE OF BLDG SEE FDN -3 BLDG END ANCHORS USE USE (12) ANCHORS AT EA END OF BLDG SEE FDN -3 MODERN BUILDING SYSTEMS, INC. 9493 Porter Road SE * PO Box 110 AUMSVILLE, OREGON 97325 503 - 749 -4949 Fax 503 - 749 -4950 ALLOWABLE BENDING STRESS F'b = Fb (CD CM Ct CL CF Cf„ C; C,) Fb - BENDING STRESS DESIGN VALUE CD - LOAD DURATION FACTOR CF - SIZE FACTOR C, - REPETITIVE MEMBER FACTOR BENDING STRESSES SHEET NO BS -1 OF BS -2 CALCULATED BY MCL DATE 09/03/13 CHECKED BY DATE SCALE BASED ON 2012 NDS SIZE SPECIES M.O.E. (x10 ^6) Fb (psi) CF Cr FLOORS OR ROOFS CD (Snow) ROOFS F'b w/o DURATION (psi) F'b w/ DURATION (psi) JOISTS AND RAFTERS 2 x 8 DF #1 & Btr 1.8 1200 1.2 1.15 1656 1.15 1904 DF #1 1.7 1000 1.2 1.15 1380 1.15 1587 DF #2 1.6 900 1.2 1.15 1242 1.15 1428 SPF #1 / #2 1.4 875 1.2 1.15 1208 1.15 1389 H F #2 1.3 850 1.2 1.15 1173 1.15 1349 2 x 10 DF Sel Struct 1.9 1500 1.1 1.15 1898 1.15 2182 DF #1 & Btr 1.8 1200 1.1 1.15 1518 1.15 1746 DF #1 1.7 1000 1.1 1.15 1265 1.15 1455 H F #1 1.5 975 1.1 1.15 1233 1.15 1418 DF #2 1.6 900 1.1 1.15 1139 1.15 1309 SPF #1 / #2 1.4 875 1.1 1.15 1107 1.15 1273 H F #2 1.3 850 1.1 1.15 1075 1.15 1237 HEADERS 4 x 4 DF #2 1.6 900 1.5 N/A 1350 1.15 1553 4 x 6 DF #2 1.6 900 1.3 N/A 1170 1.15 1346 4 x 8 DF #2 1.6 900 1.3 N/A 1170 1.15 1346 4 x 10 DF #2 1.6 900 1.2 N/A 1080 1.15 1242 ESR -2913 I Most WidefyAccepted and Trusted Page BS -2 of BS -2 5.4 Evaluation of the effect of fire- retardant or preservative treatment on LVL is outside the scope of this report. 5.5 Installation, fabrication, identification and connection details must be in accordance with this report, the manufacturer's published installation instructions and the applicable code. This report must govern if there are conflicts between the manufacturer's published installation instructions and this report. 5.6 Murphy LVL is produced in Sutherlin, Oregon, under a quality control program with inspections by APA -The Engineered Wood Association (AA -649). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Structural Wood -based Products (AC47), dated October 2009, (corrected December 2009). 7.0 IDENTIFICATION The Murphy LVL must be identified with stamps bearing the Murphy Engineered Wood Division name (or the name of one of the listees noted at the beginning of this report); grade; evaluation report number (ESR- 2913); the production shift and date of manufacture; and the name of the inspection agency [APA -The Engineered Wood Association (AA- 649)]. TABLE 1- DESIGN PROPERTIES (ALLOWABLE STRESS DESIGN) FOR MURPHY LVL "" PROPERTY DESIGN STRESS (psi) 2,250Fb -1.SE 2,750 Fb -1.BE 2,850 Fe -1.9E 2,950 Fb -2.OE 3,100 F6 -2.OE Installed in Edge Joist° 2,250 2,750 2,850 2,950 3,100 Bending (Fb) Plank 2,200 2,750 2,800 2,950 3,100 Tension parallel to grain (Ft) 5 1,350 1,950 1,950 2,100 2,100 Joist 285 285 285 290 290 Longitudinal shear (Fv) Plank 150 150 150 150 150 Compression parallel (F.1) 2,350 2,350 2,350 3,200 3,200 Compression Joist 750 750 750 750 750 perpendicular (F,) Plank 450 450 550 550 550 Joist 1.5 x 106 1.8 x 106 1.9 x 106 2.0 x 106 2.0 x 106 Modulus of Elasticity, E Plank 1.4 x 106 1.8 x 106 1.9 x 106 2.0 x 106 2.0 x 106 For SI: 1 psi = 6.9 kPa. 'The tabulated values are design values for normal duration of load. All values, except for E and Fes, may be adjusted for other load durations as permitted by the code. The design stresses are limited to conditions in which the average equilibrium moisture content of solid -sawn lumber is less than 16 percent 2Reference design values must be adjusted, as applicable, in accordance with Section 8.3 of the NDS. 3Joist = load parallel to glueline. Plank = load perpendicular to glueline. 'The tabulated values are based on a reference depth of 12 inches. For other depths, when loaded edgewise, the allowable bending stress (Fb) shall be modified by (12/d)010 where d = depth in inches. For depths less than 2' 12 inches, the factor for the 2' /2-inch depth must be used. 5The values published in Table 1 are based on a reference length of 3 feet. For other lengths, the allowable tensile stress must be modified by (3 /ff' ", where f = length in feet. For lengths less than 3 feet, the unadjusted allowable tension stresses in Table 1 are used. TABLE 2-- FASTENER DESIGN FOR MURPHY LVL: EQUIVALENT SPECIFIC GRAVITY' NAILS BOLTS Withdrawal Load Lateral Load Lateral Load Installed in Edge Installed in Face Installed in Edge Installed in Face Installed in Face Parallel to Grain Perpendicular to Grain 0.49 0.50 0.50 0.50 0.50 0.50 . 'Fastener values based on the equivalent specific gravities in the above table are for normal load duration and may be adjusted using the load duration factors in accordance with the code. OADDERN Y Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125 MODULAR CLASSROOM V7- i cat— W--- 10 Printed: 10 MAR 2016, 1:35PM l=ife =C:XPm1ecisXENERCA - 1120764)-4120160 -1 El b g WOO(I Bea1Tl LNERCALC INC. 19832016, BnilddiAfi:3.4, Ver6.16.3.4 •� Description : UP TO 6'0" OPENING HDR @ EXT. WALLS - 2016 -09 D 0.202 5 0.337 2 -2x.10 Span = 6.50 ft Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads I Inifnrm I nad : D = 0.2020. S = 0.3370. Tnbutary Width =1.0 ft, (Truss Rxt 12' O.C.) Maximum Bending Stress Ratio = 0.711:1 Maximum Shear Stress Ratio = 0.672 :1 Section used for this span Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Section used for this span 2 -2x1 -0 fb : Actual = Load Combination Set: IBC 2012 fv : Actual = 73.41 psi FB : Allowable = Material Properties Fv : Allowable = 109.25 psi Load Combination Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity 1,600.0 ksi Load Combination iBC 2012 Fb - Compr Fc - Prll 900.0 psi 1,350.0 psi Ebend- xx Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp Fv 625.0 psi 95.0 psi Maximum Deflection Wood Grade : No.2 Ft 575.0 psi Density 32.210 pcf Beam Bracing : Beam bracing is defined as a set spacing over all spans 1813 > =360. Unbraced Leng#ts - � _ 0.000 in Ratio= 0 <360.0 First Brace starts at ft from Left -Most support 0.070 in Ratio= 1121 > =240. Poi dar enarinn of lntaral sunnorts on lenoth of beam = 1.330 ft 0.000 in Ratio= 0 <240.0 D 0.202 5 0.337 2 -2x.10 Span = 6.50 ft Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads I Inifnrm I nad : D = 0.2020. S = 0.3370. Tnbutary Width =1.0 ft, (Truss Rxt 12' O.C.) Maximum Bending Stress Ratio = 0.711:1 Maximum Shear Stress Ratio = 0.672 :1 Section used for this span 2 -2x10 Section used for this span 2 -2x1 -0 fb : Actual = 807.66 psi fv : Actual = 73.41 psi FB : Allowable = 1,135.19 psi Fv : Allowable = 109.25 psi Load Combination +D +S+H Load Combination +D +S+H Location of maximum on span = 3.250ft Location of maximum on span = 5.741 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.043 in Ratio = 1813 > =360. Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 Max Downward Total Deflection 0.070 in Ratio= 1121 > =240. Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 1/eriical ReaCt10(1$ Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.772 1.772 Overall MINimum 0.677 0.677 +D+H 0.677 0.677 +D +S+H 1772 1.772 D Only 0.677 0.677 S Only 1.095 1.095 Description : HDR for RECESSED DOOR @ GRIDS FG 2 &3 - 2016 -09 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties 0.685 1 Maximum Shear Stress Ratio = 0.822 :1 Section used for this span Analysis Method: Allowable Stress Design Fb - Tension 900 psi E: Modulus of Elasticity Load Combination i BC 2012 Fb - Compr 900 psi Ebend- xx 1600 ksi 1,343.53psi Fc - Prll 1350 psi Eminbend - xx 580 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625 psi Location of maximum on span = Wood Grade ; No.2 Fv 95.0 psi Span # where maximum occurs = Span # 1 Ft 575 psi Density 31.2 pcf Beam Bracing Beam bracing is defined as a set spacing over all spans Max Downward Transient Deflection Unbraced Lengths 1745 > =240. Max Upward Transient Deflection First Brace starts at ft from Left -Most support 0 <240.0 Max Downward Total Deflection Regular spacing of lateral supports on length of beam = 1.330 ft 1085> =180. Max Upward Total Deflection D 0.33 S 0.55 is 4x6 Span =3.50ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.330, S = 0.550, Tributary Width =1.0 ft, (Truss Rxt / Z O.C.) DESIGN SUMMARY __ Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.685 1 Maximum Shear Stress Ratio = 0.822 :1 Section used for this span 4x6 Section used for this span 4x6 fb : Actual = 920.71 psi fv : Actual = 89.77 psi FB : Allowable = 1,343.53psi Fv : Allowable = 109.25 psi Load Combination +D +S+H Load Combination +D +S+H Location of maximum on span = 1.750ft Location of maximum on span = 3.053 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.024 in Ratio= 1745 > =240. Max Upward Transient Deflection 0.000 in Ratio= 0 <240.0 Max Downward Total Deflection 0.039 in Ratio= 1085> =180. Max Upward Total Deflection 0.000 in Ratio= 0<180.0 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.547 1.547 Overall MINimum 0.585 0.585 +D+H 0.585 0.585 +D +S+H 1.547 1.547 D Only 0.585 0.585 S Only 0.963 0.963 - , Project Title: KCDA YELM HS III _ Engineer: MCL Project ID: 2016 -09 Project Descr. 66' X 125' MODULAR CLASSROOM UILDING SYSTEMS �iF_ 5 � �� dow - _ Pdnted: 10 MAR 2016, 1:43PM r - File= C: lPmjectslENERCA- 112016-0-4X2016-0 9�Ei;6 Column ENERCLINC 93216, Bud:6.1fi.3 4Ve6.i63VOQC 4 Description : COLUMN 6' OPENING HDR @ EXT WALL - 2016 -09 Co�e�teferences = � -�i - Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7 -10 Load Combinations Used: IBC 2012 _General Inforsiala n � _ _ � _ _ -= Analysis Method : Allowable Stress Design Wood Section Name 2 -2x6 End Fixities Top & Bottom Pinned Wood Grading /Manuf. Graded Lumber Overall Column Height 9.50 ft Wood Member Type Sawn ( Used for non - slender calculations) Exact Width 3.0 in Allow Stress Modification Factors Wood Species Douglas Fir - Larch Exact Depth 5.50 in Cf or Cv for Bending 1.0 Wood Grade Stud Area 16.50 in 12 Cf or Cv for Compression 1.0 Fb - Tension 700.0 psi Fv 95.0 psi Ix 41.594 in ^4 Cf or Cv for Tension 1.0 Fb - Compr 700.0 psi Ft 450.0 psi ly 12.375 in "4 Cm: Wet Use Factor 1.0 Fc - Prll 850.0 psi Density 32.210 pcf Ct : Temperature Factor 1.0 Fc - Perp 625.0 psi Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Axial Kf : Built -up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr: Repetitive ? No (non -glb only) Minimum 510.0 510.0 Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling =1 ft, K =1.0 Y -Y (depth) axis : Unbraced Length for X -X Axis buckling = 9.50 ft, K = 1.0 - Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included : 35.062 Ibs * Dead Load Factor AXIAL LOADS ... HDR Rxt: Axial Load at 9.50 ft, Xecc =1.0 in, D = 0.6770, S =1.095 k DESIGN�I7AIMAAR]' Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.2925:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D +S+H Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Governing NDS Forumla Comp + Myy, NDS Eq. 3.9 -3 Top along X -X 0.01554 k Bottom along X -X 0.01554 k Location of max.above base 9.436 ft Maximum SERVICE Load Lateral Deflections ... At maximum location values are ... Along Y -Y 0.0 in at 0.0 ft above base Applied Axial 1.807 k for load combination : n/a Applied Mx 0.0 k -ft Along X -X 0.08601 in at 5.547 ft above base Applied My 0.1467 k -ft Fc: Allowable 674.85 psi for load combination : +D +S+H Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio = 0.008623 :1 Bending Compression Tension Load Combination +D +S+H Location of max.above base 9.50 ft Applied Design Shear 1.413 psi Allowable Shear 109.250 psi _ �IaX1I71UI11 �ii�i@CI<IOI'IS fOT�.Oad<�fllllt�llt�iillS _ ._," -- �� _ Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.0329 in 5.547 ft 0.000 in 0.000 ft +D +S+H 0.0860 in 5.547 ft 0.000 in 0.000 ft D Only 0.0329 in 5.547 ft 0.000 in 0.000 ft S Only 0.0532 in 5.547 ft 0.000 in 0.000 ft Wood Column Description : COLUMNS FOR RECESSED DOOR HDR AT INT WALL - 2016 -09 Code References Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7 -10 Load Combinations Used : IBC 2012 General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned 5.50 in Cf or Cv for Bending Overall Column Height Area 9.50 ft ( Used for non - slender calculations ) Ix Wood Species Douglas Fir - Larch 12.375 in 14 Cm: Wet Use Factor Wood Grade Stud Ct : Temperature Factor 1.0 Fb - Tension 700.0 psi Fv 180.0 psi Fb - Compr 700.0 psi Ft 450.0 psi Fc - Prll 850.0 psi Density 31.20 pcf Fc - Perp 625.0 psi Y -Y (depth) axis: Unbraced Length for X -X Axis buckling = 9.50 ft, K E : Modulus of Elasticity ... x -x Bending y -y Bending Basic 1,400.0 1,400.0 Minimum 510.0 510.0 Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM ,rat- Pnnted: 29 MAR 2016, 8:11 AM = C:1ProjectslENERCA- 112016 - 0-412016- 0-1 .ff CALC, INC. 1983-2016, Build:6.16.3.4, V,ec616.3 4 Wood Section Name 2 -2x6 Wood Grading /Manuf. Graded Lumber Wood Member Type Sawn Exact Width S,0 in Allow Stress Modification Factors PASS Max. Axial+Bending Stress Ratio = Exact Depth 5.50 in Cf or Cv for Bending 1.0 Area 16.50 in 12 Cf or Cv for Compression 1.0 Ix 41.594 in 14 Cf or Cv for Tension 1.0 ly 12.375 in 14 Cm: Wet Use Factor 1.0 Applied My Ct : Temperature Factor 1.0 674.85 psi Cfu : Flat Use Factor 1.0 Axial Kf : Built -up columns 1.0 NDS 15.3.2 1,400.0 ksi Use Cr: Repetitive ? No (non -glb only) Brace condition for deflection (buckling) along columns : X -X (width) axis: Unbraced Length for X -X Axis buckling =1 ft, K = 1.0 Y -Y (depth) axis: Unbraced Length for X -X Axis buckling = 9.50 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included: 33.963 Ibs * Dead Load Factor AXIAL LOADS ... HDR Rxt: Axial Load at 9.50 ft, Xecc =1.0 in, D = 0.5850, S = 0.9630 k DESIGN SUMMARY Bending & Shear Check Results Max. X -X Deflection PASS Max. Axial+Bending Stress Ratio = 0.2526 :1 Load Combination +D +S +H Governing NDS Forumla Comp + Myy, NDS Eq. 3.9 -3 Location of max.above base 9.436 ft At maximum location values are ... +D +S+H Applied Axial 1.582 k Applied Mx 0.0 k -ft Applied My 0.1281 k -ft Fc: Allowable 674.85 psi Maximum SERVICE Lateral Load Reactions.. Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Top along X -X 0.01358 k Bottom along X -X 0.01358 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.0 in at 0.0 ft above base for load combination : n/a Along X -X 0.07514 in at 5.547 ft above base for load combination : +D +S +H Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio = 0.003976:1 Bending Compression Tension Load Combination +D +S+H Location of max.above base 9.50 ft Applied Design Shear 1.234 psi Allowable Shear 207.0 psi Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.0284 in 5.547 ft 0.000 in 0.000 ft +D +S+H 0.0751 in 5.547 it 0.000 in 0.000 ft D Only 0.0284 in 5.547 ft 0.000 in 0.000 ft S Only 0.0467 in 5.547 ft 0.000 in 0.000 ft Project Title: KCDA YELM HS III DDERN Engineer: MCL Project ID: 2016 -09 Protect Descr: 66'X 125' MODULAR CLASSROOM ABUILDING SYSTEMS SSTEMS Printed: 1 0 MAR 2016, 1:27PM Description : TRUSS BEAM FOR REACTIONS ONLY - 2016 -09 GODE}?EFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2,736.0 psi E: Modulus of Elasticity Load Combination iBC 2012 Fb - Compr 2,736.0 psi Ebend- xx 2,000.0 ksi Fc - Prll 3,200.0 psi Wood Species :Murphy LVL 3100Fb -2.OE x 24" Deep Fc - Perp 750.0 psi Wood Grade : Manufactured Fv 290.0 psi Ft 2,100.0 psi Beam Bracing : Beam is Fully Braced against lateral- torsional buckling Eminbend - xx 1,800.0 ksi Density 35.0 pcf D 0.030 S 0.050 w (2) MSP ny L 24' Deep (2) Span 29.230 2 230 ft �p w. (2 P nY 7.5420 ft P (2) Spa by 29.230 ft Deep (2) MSpa 7L. 24" Deep Applied LOadS . Service loads entered. Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft Maximum Bending Stress Ratio = 0.0831 Maximum Shear Stress Ratio = Section used fo s span (2) Murphy LVL 24" D Section used for this span (2) Mu fb : Actual = 259.73psi fv : Actual FB : Allowable = 3,146.40psi Fv : Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflec' Load 7.540ft - LocatigDoPniffirrium on span = Span # 3 tohere maximum occurs = ,.0 -:0n in Ratio = 5130 > =360 -0.012 in Ratio= 2954> =360 0.109 in Ratio = 3206 > =240. -0.019 in Ratio = 1846> =240. Yertical Reactlon5 = _- Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Support 5 Support 6 Overall MAXimum 1.079 1.681 1.681 1.079 Overall MINimum +D+H 0.405 0.405 0.630 0.630 0.630 0.630 0.405 0.405 1 +D +S+H 1.079 1.681 1.681 1.079 D Only 0.405 0.630 0.630 0.405 (� S Only 0.674 1.051 1.051 0.674` 0.077 :1 L 24" D 25.65 psi 333.50 psi +D +S+H 7.540 ft Span # 3 Description : TRUSS BEAM @ Recessed Doors FOR REACTIONS ONLY - 2016 -09 �DDE REFERENCES - Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2,736.0 psi E: Modulus of Elasticity Load Combination iBC 2012 Fb - Compr 2,736.0 psi Ebend- xx 2,000.0 ksi Fc - PHI 3,200.0 psi Eminbend - xx 1,800.0 ksi Wood Species :Murphy LVL 310OFb -2.OE x 24" Deep Fc - Perp 750.0 psi Wood Grade : Manufactured Fv 290.0 psi Ft 2,100.0 psi Density 35.0 pcf Beam Bracing Beam is Fully Braced against lateral - torsional buckling (2) Murphy L 24" Deep (2) Murphy LVL 24" Deep (2) Murphy LVL 24" Deep (2) Murphy LVL 24" Deep (2) Murp VL 24" Deep Span = . 0 ft Span = 26.060 ft Span = 13.880 ft Span = 26.060 ft Spa 1.50 ft 11te� loads _ _ Service loads entered. Load Factors will be applied for calculations. Loads on all spans... I Inifnrm I nari nn Al I mans : D = 0.0150. S = 0.0250 ksf. Tributary Width = 2.0 ft Maximum Bending Stress Ratio = 0.0631 Section used this span (2) Murphy LVL 24" D fb : Actual. = 197.92psi FB :Allowable _ 3,146.40psi Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection.. - -° f 15.174 Span # 4 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of . um on span �`"'S»a Gr ere maximum occurs 0 In Ratio = 6625 > =360 -0.009 in Ratio = 3896 > =360 0.076 in Ratio = 4140 > =240. -0.015 in Ratio= 2434> =240. = 0.065 :1 (2) Murph 24" D 21.80 psi 333.50 psi +D +S+H 24.081 ft = Span # 2 V @tICaI ReaCti017S - _ - Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Support 5 Support 6 Overall MAXimum 1.000 1.760 1.7bu 1.uuu Overall MINimum 0.375 0.660 0.660 0.375 +D+H 0.375 0.660 0.660 0.375 +D +S+H 1.000 1.760 1.760 1.000 D Only 0.375 0.660 0.660 0.375 S Only 0.625 1.100 1.100 0.625 O[OERN SJOB HEET NO.I I f�� ` OF O�]BUILDING SYSTEMS 9493 Porter Road SE • PO Box 110 CALCULATED BY M (L DATE AUMSVILLE, OREGON 97325 CHECKED BY DATE 503 - 749 -4949 • Fax 503 - 749 -4950 SCALE �I�ODERN 9493 Porter Road SE - PO Box 110 AUMSVILLE, OREGON 97325 503 -749 -4949 - Fax 503 - 749 -4950 JOB (>' SHEET NO. OF / CALCULATED BY DATE CHECKED BY DATE Z��ODEYRN 9493 Porter Road SE • PO Box 110 AUMSVILLE, OREGON 97325 503 -749 -4949 • Fax 503 - 749 -4950 JOB! SHEET NO. - OF CALCULATED BY 1 �.i DATE CHECKED BY DATE z JZZA9DEYRNI 9493 Porter Road SE • PO Box 110 AUMSVILLE, OREGON 97325 503 -749 -4949 • Fax 503 - 749 -4950 JOB Z016- J 2 SHEET NO. ' —0 OF CALCULATED BYC.� DATE CHECKED BY DATE -AODEYRN Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM n l Printed: 10 MAR 2016, 1:52PM me = Wood Column ENERCALC, INC. 19x2016, Bufld 6.16.3.4 Ver.6.16.3.4 Description : EXTERIOR WALL STUD ANALYSIS - 2016 -09 Code References Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7 -10 Load Combinations Used : IBC 2012 GeneTallnfiorriation = - - Analysis Method : Allowable Stress Design Wood Section Name 2x6 End Fixities Top & Bottom Pinned Wood Grading /Manuf. Graded Lumber Overall Column Height 9.50 ft Wood Member Type Sawn ( Used for non - slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Douglas Fir - Larch Exact Depth 5.50 in Cf or Cv for Bending 1.0 Wood Grade Stud Area 8.250 in ^2 Cf or Cv for Compression 1.0 Fb - Tension 700.0 psi Fv 95.0 psi Ix 20.797 in ^4 Cf or Cv for Tension 1.0 Fb - Compr 700.0 psi Ft 450.0 psi ly 1.547 in "4 Cm: Wet Use Factor 1.0 Fc - Prli 850.0 psi Density 32.210 pcf Ct : Temperature Factor 1.0 Fc - Perp 625.0 psi Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Axial Kf : Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr: Repetitive ? Yes (non -gm only) Minimum 510.0 510.0 Brace condition for deflection (buckling) along columns : X -X (width) axis: Unbraced Length for X -X Axis buckling = 1.0 ft, K =1.0 Y -Y (depth) axis : Unbraced Length for X -X Axis buckling = 9.50 ft, K =1.0 Appiled Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included : 17.531 Ibs * Dead Load Factor AXIAL LOADS ... truss rxt / 2 * 1.33: Axial Load at 9.50 ft, Xecc = 1.0 in, D = 0.270, S = 0.4480 k BENDING LOADS ... Lat. Uniform Load creatinq Mx -x, W = 0.0640 k/ft DESIGNSUMMARY -` Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.6096 :1 Maximum SERVICE Lateral Load Reactions. . Load Combination +D+0.60W+H Top along Y -Y 0.3040 k Bottom along Y -Y 0.3040 k Governing NDS Forumlalp + Mxx + Myy, NDS Eq. 3.9- Top along X -X 0.006298 k Bottom along X -X 0.006298 k Location of max.above base 4.973 ft Maximum SERVICE Load Lateral Deflections ... At maximum location values are ... Along Y -Y 0.0 in at 0.0 It above base Applied Axial 0.2875 k for load combination : n/a Applied Mx 0.4322 k -ft Along X -X 0.2788 in at 5.547 ft above base Applied My 0.01178 k -ft Fc: Allowable 772.58 psi for load combination : +D +S+H Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio = 0.1455 :1 Bending Compression Tension Load Combination +D+0.60W+H Location of max.above base 9.50 ft Applied Design Shear 33.164 psi Allowable Shear 152.0 psi Maximum Deflections for Load Combin, -on s Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.1048 in 5.547 ft 0.000 in 0.000 ft +D +S+H 0.2788 in 5.547 ft 0.000 in 0.000 It D Only 0.1048 in 5.547 It 0.000 in 0.000 ft S Only 0.1739 in 5.547 ft 0.000 in 0.000 ft Description : INTERIOR BRG WALL STUD ANALYSIS - 2016 -09 Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM J)4) -- uF Printed: 10 MAR 2016, 1:54PM ode_Rerences 0.01140 :1 PASS Max. Axial+Bending Stress Ratio = 0.6684:1 Load Combination Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7 -10 NDS Eq. 3.9 -3 Location of max above base 9.436 ft Load Combinations Used: IBC 2012 0.000 in Applied Axial 1.188 k Applied Mx Geneial lnfi>3rrnai>IOn;T =- Applied My 0.09693 k -ft Fc: Allowable Analysis Method : Allowable Stress Design Wood Section Name 2x6 0.000 ft End Fixities Top & Bottom Pinned 0.2842 in Wood GradinglManut Graded Lumber 0.000 ft Overall Column Height 9.50 ft Wood Member Type Sawn ( Used for non - slender calculations) Exact Width 1.50 in Allow Stress Modification f=actors Wood Species Douglas Fir - Larch Exact Depth 5.50 in Cf or Cv for Bending 1.0 Wood Grade Stud Area 8.25 in A2 Cf or Cv for Compression 1.0 Fb - Tension 700.0 psi Fv 95.0 psi Ix 20.797 in A4 Cf or Cv for Tension 1.0 Fb - Compr 700.0 psi Ft 450.0 psi ly 1.547 in ^4 Cm: Wet Use Factor 1.0 Fc - PHI 850.0 psi Density 31.20 pcf Ct : Temperature Factor 1.0 Fc - Perp 625.0 psi Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Axial Kf : Built -up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr: Repetitive ? Yes (non -gib Dory) Minimum 510.0 510.0 Brace condition for deflection (buckling) along columns : X -X (width) axis: Unbraced Length for X -X Axis buckling =1 ft, K =1.0 Y -Y (depth) axis: Unbraced Length for X -X Axis buckling = 9.50 ft, K =1.0 �pple� Loads = = Service loads entered. Load Factors will be applied for calculations. Column self weiqht included : 16.981 Ibs Dead Load Factor AXIAL LOADS. . . Axial Load at 9.50 ft, Xecc =1.0 in, D = 0.4390, S = 0.7320 k i7FS1�N= �t1MMARY- -- =' Bending & Shear Check Results 0.01140 :1 PASS Max. Axial+Bending Stress Ratio = 0.6684:1 Load Combination +D +S+H Governing NDS Forumla Comp + Myy, NDS Eq. 3.9 -3 Location of max above base 9.436 ft At maximum location values are ... 0.000 in Applied Axial 1.188 k Applied Mx 0.0 k -ft Applied My 0.09693 k -ft Fc: Allowable 674.85 psi PASS Maximum Shear Stress Ratio = 0.01140 :1 Load Combination +D +S+H Location of max.above base 9.50 ft Applied Design Shear 1.868 psi Allowable Shear 109.250 psi Maximum SERVICE Lateral Load Reactions . . Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Top along X -X 0.01027 k Bottom along X -X 0.01027 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.0 in at 0.0 ft above base for load combination : n/a Along X -X 0.4547 in at 5.547 ft above base for load combination : +D +S+H Other Factors used to calculate allowable stresses ... Bending Compression Tension 1Nlaxmum_�eflecfians.for Load Combmafno s-_ - _ � - -__ -�-- Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.1705 in 5.547 ft 0.000 in 0.000 ft +D +S+H 0.4547 in 5.547 ft 0.000 in 0.000 ft D Only 0.1705 in 5.547 ft 0.000 in 0.000 ft S Only 0.2842 in 5.547 ft 0.000 in 0.000 ft 'ADDEYRN Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM Pdtded:10 MAR 2016, 1:56PM e s s , „< ,ENERCALC,INC.99832D16, tiuild�.16.3.�4 Ver6.163A Wood Beam Description : TYP TOP PLATE @ INT BRG WALL (Fb adjusted) 1/2 load on one plate - 2016 -09 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties Analysis Method . Allowable Stress Design Fb - Tension 700.0 psi E: Modulus of Elasticity Load Combination IBC 2012 Fb - Compr 700.0 psi Ebend- xx 1,400.0 ksi Fc - PHI 850.0 psi Eminbend - xx 510.0 ksi Wood Species : Douglas Fir - Larch Wood Grade ; Stud Beam Bracing : Completely Unbraced Fc - Perp 625.0 psi Fv 180.0 psi Ft 450.0 psi Density 31.20 pcf XA� toads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... l Inifnrm Load on ALL Mans: D=0.1650. S = 0.2750 k/ft Maximum Bending Stress Ratio = 0.706 1 Maximum Shear Stress Ratio = 0.276 :1 Section used for this span 5.50 X 1.50 Section used for this span 5.50 X 1.50 fb : Actual = 568.35psi fv : Actual = 57.22 psi FB : Allowable = 805.00psi Fv : Allowable = 207.00 psi Load Combination +D +S+H Load Combination +D +S+H Location of maximum on span = 1.330ft Location of maximum on span = 1.211 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.004 in Ratio = 4246> =360 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.006 in Ratio = 2643> =240. Max Upward Total Deflection 0.000 in Ratio = 0 <240.0 U @1_tlCal ReaCtlons _ Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.220 0.734 0.220 Overall MINimum 0.083 0.277 0.083 +D+}I 0.083 0.277 0.083 +D +S+H 0.220 0.734 0.220 D Only 0.083 0.277 0.083 S Only 0.137 0.457 0.137 A ODEYRN Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM Printed:10 MAR 2016, 1:57PM Re= . . ... CAPm 1EN 6a6wOC B @aTl 8?1sBu.61.3:4, e.3 . 3 A Description : TYP TOP PLATE @ EXT BRG WALL (Fb adjusted) 112 load on one plate - 2016 -09 CODE REFERENCES = _ 0.3781 Maximum Shear Stress Ratio = 0.321 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 5 -50 X 1.50 Section used for this span 5.50 X 1.50 Load Combination Set: IBC 2012 348.44psi fv : Actual = 35.08 psi Material Properties 925.75psi Fv : Allowable = 109.25 psi Analysis Method: Allowable Stress Design Fb - Tension Fb - Compr 805.0 psi 805.0 psi E: Modulus of Elasticity Ebend- xx 1,400.0 ksi Load Combination iBC 2012 Fc - PdI 850.0 psi Eminbend - xx 510.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp Fv 625.0 psi 95.0 psi Wood Grade ; Stud Ft 450.0 psi Density 32.210 pcf Beam Bracing : Completely Unbraced 0.10101 0.1sao 5.50x1.50 5.50x1.50 Span =1.330 it Span =1.330 it A hed -LOadS = - Service loads entered. Load Factors will be applied for calculations. 1PP. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.1010, S = 0.1680 k/ft Maximum Bending Stress Ratio = 0.3781 Maximum Shear Stress Ratio = 0.321 Section used for this span 5 -50 X 1.50 Section used for this span 5.50 X 1.50 tb : Actual = 348.44psi fv : Actual = 35.08 psi FB : Allowable 925.75psi Fv : Allowable = 109.25 psi Load Combination +D +S+H Load Combination +D +S+H 1.211 ft Location of maximum on span = 1.330ft Location of maximum on span = = Span # 1 Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.002 in Ratio = 6950 > =360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.004 in Ratio = 4311 > =240. Max Upward Total Deflection 0.000 in Ratio = 0 <240.0 Y @rtlCal RP.aCt1011S - = _ _ <,., Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.135 0.450 0.135 Overall MINimum 0.051 0.171 0.051 .,.D+H 0.051 0.171 0.051 +D +S+H 0.135 0.450 0.135 D Only 0.051 0.171 0.051 S Only 0.084 0.279 0.084 A DOERN � Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM rI VA `- Pnnted: 10 MAR 2016, 1:59PM h f'lle =%:5P70)BC151ENtKl„4-1 VZU1 b- V-41LUl o-L� 'Zm" Wood Beam a M , ¢a ;; ENERCALC, INC. J§a 016, Budd :6.16.3:4, Ver.6.16.3A Description : TYP FLOOR JOIST- DIST LOAD (OFFICE) - 2016 -09 CODE REFERENCES, _ __ _ 0.3631 Maximum Shear Stress Ratio = 0.447 Section used for this span Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Section used for this span 2x8 fb : Actual = Load Combination Set: IBC 2012 fv : Actual = 42.48 psi FB : Allowable = Material Properties Fv : Allowable = 95.00 psi Load Combination Analysis' Method: Allowable Stress Design Fb - Tension Fb - Compr 900.0 psi 900.0 psi E: Modulus of Elasticity Ebend- xx 1,600.0 ksi Load Combination iBC 2012 Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp Fv 625.0 psi 95.0 psi Maximum Deflection Wood Grade : No.2 Ft 575.0 psi Density 32.210 pcf Beam Bracing : Beam bracing is defined as a set spacing over all spans 4387> =360. Repetitive Member Stress Increase -_ Unbaced Lengths _. _ _ _ 0.000 in Ratio= 0 <360.0 First Brace starts at ft from Left -Most support 0.023 in Ratio = 3547> =240. o..... a— --inn r f Moroi ci innnrtc nn lennth of heam = 2.0 ft 0.000 in Ratio= 0 <240.0 Apphe�l LOac�S = _ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... I Inifnrm I narl nn AI I cnans • n = o -010. L = 0.050 ksf. Tributary Width =1.330 ft Maximum Bending Stress Ratio = 0.3631 Maximum Shear Stress Ratio = 0.447 Section used for this span 2x8 Section used for this span 2x8 fb : Actual = 449.50 psi fv : Actual = 42.48 psi FB : Allowable = 1,237.63psi Fv : Allowable = 95.00 psi Load Combination +D+L+H Load Combination +D+L+H 6.920 ft Location of maximum on span = 0.000ft Location of maximum on span = 0.173 Span # where maximum occurs = Span # 2 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.019 in Ratio= 4387> =360. Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 Max Downward Total Deflection 0.023 in Ratio = 3547> =240. Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 Vectical Reactions Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.213 0.711 0.213 Overall MINimum 0.041 0.136 0.041 +D+H 0.041 0.136 0.041 +D+L+H 0.213 0.711 0.213 D Only 0.041 0.136 0.041 L Only 0.173 0.575 0.173 #AABUILDINGYRN Project Title: KCDA YELM HS I II Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM NnL-d: l0 MAR AM, 200PM - �jle= C:lProJe- Is{ENER(.A ]1LU76- U"41N1triY3 tlA Wood Beam , a " w Enle3cAic INC 12076 Build61s34 Ver616:3:4 Description : TYP FLOOR JOIST- DIST LOAD (CORRIDOR) - 2016 -09 CODE REEERE Iff = 2193 > =360. 0.000 in Ratio = 0 <360.0 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 1961 > =240. 0.000 in Ratio= 0 <240.0 Load Combination Set: IBC 2012 Overall MINimum 0.041 0.136 0.041 Material Properties 0.041 0.136 0.041 +D +L+H Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity 1,600.0 ksi Load Combination iBC 2012 Fb - Compr Fc - Prll 900.0 psi 1,350.0 psi Ebend- xx Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp Fv 625.0 psi 95.0 psi Wood Grade : No.2 Ft 575.0 psi Density 32.210pcf Beam Bracing : Beam bracing is defined as a set spacing over all spans Repetitive Member Stress Increase _ Unbracedengtfis First Brace starts at ft from Left -Most support P— dor cnncinn of Iataral ci mnnrrs nn lenath of beam = 2.0 ft Applied Loads _ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... I Inifnrm I nnri nn AI I cnans • D = 0.010. L = 0.10 ksf. Tributary Width =1.330 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.657. 1 2x8 813.01 psi 1,237.63 psi +D+L+H 0.000ft Span #2 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.038 in Ratio = 2193 > =360. 0.000 in Ratio = 0 <360.0 0.042 in Ratio= 1961 > =240. 0.000 in Ratio= 0 <240.0 0.809 :1 2x8 76.83 psi 95.00 psi +D+L+H 6.920 ft Span # 1 Vertical RegCtlons = _ Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.386 1.287 0.386 Overall MINimum 0.041 0.136 0.041 +D+H 0.041 0.136 0.041 +D +L+H 0.386 1.287 0.386 D Only 0.041 0.136 0.041 L Only 0.345 1.150 0.345 Description : TYP FLOOR JOIST - PT LOAD at CNTR (OFFICE) - 2016 -09 Applied Loads ff Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans : D = 0.010 ksf, Tributary. Width =1.330 ft Load for Span Number 1 Uniform Load : L = 0.40 k/ft, Extent = 2.20 —> 4.70 ft, Tributary Width =1.0 ft aximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.8821 Maximum Shear Stress Ratio 2x8 Section used for this span 1, 066.64 psi Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 1,209.82psi Fv : Allowable +D+L+H Load Combination Set: IBC 2012 3.209ft Location of maximum on span Span # 1 Material Properties 0.106 in Ratio = 780 > =360. -0.044 in Ratio = Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination iBC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 95.0 psi Ft 575.0 psi Density 32.210 pd Beam Bracing : Beam bracing is defined as a set spacing over all spans Repetitive Member Stress Increase Ur>tiraced;engtts First Brace starts at ft from Left -Most support Regular spacing of lateral supports on length of beam = 6.0 ft Applied Loads ff Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans : D = 0.010 ksf, Tributary. Width =1.330 ft Load for Span Number 1 Uniform Load : L = 0.40 k/ft, Extent = 2.20 —> 4.70 ft, Tributary Width =1.0 ft aximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.8821 Maximum Shear Stress Ratio 2x8 Section used for this span 1, 066.64 psi fv : Actual 1,209.82psi Fv : Allowable +D+L+H Load Combination 3.209ft Location of maximum on span Span # 1 Span # where maximum occurs 0.106 in Ratio = 780 > =360. -0.044 in Ratio = 1895> =360. 0.111 in Ratio = 749> =240. -0.040 in Ratio = 2070 > =240. 0.939 :1 2x8 = 89.25 psi 95.00 psi +D+L+H = 6.340 ft = Span # 1 _ VeL_#cal Rear_ bons ;� ;= � .�_�__ Support notation : Far left is #1 Values in KIPS pp Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.453 0.814 -0.090 Overall MINimum 0.041 0.136 0.041 +D+H 0.041 0.136 0.041 +D+L+H 0.453 0.814 -0.049 D Only 0.041 0.136 0.041 Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM Printed: 1 0 MAR 2016, 201 PM Wood Bead File f,:SPmjectslENERCA -112016- 0-412016-0-1:EC6 ENERCALG INC. 43 251 6, Biiild:8.!& 3.4. &-..6.10.4 Description : TYP FLOOR JOIST - PT LOAD at SUPPORT (OFFICE) - 2016 -09 CODE R€FERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 2x8 Section used for this span 932.98psi Load Combination Set: IBC 2012 1,209.82 psi Fv : Allowable +D+L+H Material Properties 2.281 ft Location of maximum on span Span # 1 Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination IBC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi 3240 > =240. Fc - PHI 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 125.0 psi Ft 575.0 psi Density 32.210 pcf Beam Bracing : Beam bracing is defined as a set spacing over all spans Repetitive Member Stress Increase Urtiaceci `Lengths _ __ _ _ First Brace starts at ft from Left -Most support Regular spacing of lateral supports on length of beam = 6.0 ft Applied 1.OadS Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.010 ksf, Tributary Width =1.330 ft Load for Span Number 1 Uniform Load : L = 0.40 k/ft, Extent = 0.60 ->> 3.10 ft, Tributary Width =1.0 ft, (2k pt load over 2 joists; 1 k on) Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.771: 1 Maximum Shear Stress Ratio 2x8 Section used for this span 932.98psi fv : Actual 1,209.82 psi Fv : Allowable +D+L+H Load Combination 2.281 ft Location of maximum on span Span # 1 Span # where maximum occurs 0.084 in Ratio= 993> =360. -0.029 in Ratio= 2836> =360. 0.088 in Ratio= 942 > =240. -0.026 in Ratio= 3240 > =240. = 0.777 :1 2x8 = 97.17 psi = 125.00 psi +D+L+H 0.000 ft Span # 1 Vertical ReAction- s == -_ =__ Su rt notation :Far left is #1 Values in KIPS p� Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.714 0.523 -0.060 Overall MINimum 0.041 0.136 -0.019 +D+H 0.041 0.136 0.041 +D+L+H 0.714 0.523 -0.019 D Only 0.041 0.136 0.041 Description : TYP FLOOR JOIST SUPPORT BEAM - 2016 -09 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Load Combination iBC 2012 Wood Species ; Douglas Fir - Larch Wood Grade : No.2 Beam Bracing : Completely Unbraced 4x8 Span = 7.0 ft Applied Loads Beam self weight calculated and added to loads 0.064 in Ratio= Loads on all spans... Max Upward Transient Deflection Uniform Load on ALL spans: D = 0.1020, L = 0.4320 k/ft DESIGN SUMMARY Max Downward Total Deflection Maximum Bending Stress Ratio = 0.9741 Section used for this span 4x8 fib : Actual = 1,135.27 psi F`13: Allowable = 1,165.60 psi Load Combination +D +L+H Location of maximum on span = 7.000ft Span # where maximum occurs = Span # 1 Maximum Deflection 0.879 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft 900.0 psi 900.0 psi 1,350.0 psi 625.0 _psi 125.0 psi 575.0 psi E: Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 4x8 Span =6.0ft 32.210 pcf Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Max Downward Transient Deflection 0.064 in Ratio= 1307> =360. Max Upward Transient Deflection -0.001 in Ratio = 50223 > =360. Max Downward Total Deflection 0.080 in Ratio= 1046> =240. Max Upward Total Deflection -0.002 in Ratio= 40202> =240. • 0.940 : 1 4x8 117.44 psi 125.00 psi +D+L+H 6.413 ft = Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.474 4.406 1.136 Overall MINimum 0.294 0.879 0.227 +D+H 0.294 0.879 0.227 +D+L+H 1.474 4.406 1.136 D Only 0.294 0.879 0.227 L Only 1.180 3.527 0.909 Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM 013ERN BU1i..D1�� SYSTEMS �. Pdrded: 1 0 MAR 2016, 2:03PM Wood Beam File roe��ERCA- nzot6- 0-42014-) -t.EC6 ENERCALC,INC. 1963- 2016,BL&I I ,Vec6.16.3A Description : TYP FLOOR JOIST SUPPORT BEAM @ CORRIDOR - 2016 -09 CODE REFERENCES,_ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasficify Load Combination f BC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi Fc - Prll 1,350.0 psi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 115.0 psi Ft 575.0 psi Beam Bracing : Completely Unbraced No. L 0.8650 4x8 4x8 Span = 4.0 ft Span = 4.0 ft Eminbend - xx 580.0 ksi Density 32.210 pcf Applied LOadS Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.1020, L = 0.8650 k/ft Maximum Bending Stress Ratio = 0.6521 Maximum Shear Stress Ratio = 0.948 :1 Section used for this span 4x8 Section used for this span 4x8 fb : Actual = 761.35psi fv : Actual = 109.05 psi FB : Allowable 1,167.33psi Fv : Allowable = 115.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 4.000ft Location of maximum on span = 3.397 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.012 in Ratio = 4074> =360. Max Upward Transient Deflection 0.000 in Ratio = 0 <360.0 Max Downward Total Deflection 0.013 in Ratio = 3623 > =240. Max Upward Total Deflection 0.000 in Ratio = 0 <240.0 Vertical ReactlOnS - Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.459 4.863 1.459 Overall MlNimum 0.162 0.538 0.162 +D+H 0.162 0.538 0.162 +D+L+H 1.459 4.863 1.459 D Only 0.162 0.538 0.162 L Only 1.298 4.325 1.298 Description : TRIPLE FLOOR JOIST AT CORRIDOR WALL - 2016 -09 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination IBC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi 3.460ft Location of maximum on span Fc - PHI 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi 7633 > =240. Wood Grade : No.2 Fv 115.0 psi 3.859 1.158 D Only 0.477 Ft 575.0 psi Density 32.210 pcf Beam Bracing : Completely Unbraced 0.714 2.379 0.714 A�pTed loads. Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.360, L = 0.150, S = 0.550 ktft Maximum Bending Stress Ratio = Section used for this span fb : Actual = FIB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.3371 Maximum Shear Stress Ratio 3 -2x8 Section used for this span 417.85psi fv : Actual 1,238.43psi Fv : Allowable +D +S+H Load Combination 3.460ft Location of maximum on span Span # 1 Span # where maximum occurs 0.003 in Ratio = 12730 > =360. 0.000 in Ratio = 0 <360.0 0.005 in Ratio = 7633 > =240. 0.000 in Ratio = 0 <240.0 0.499 :1 3 -2x8 65.93 psi = 132.25 psi +D +S+H 2.861 ft = Span # 1 Veiitical ReactIOT1S Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.190 3.967 1.190 Overall MINimum 0.195 0.649 0.195 +D-h4 0.477 1.589 0.477 +D+L+H 0.671 2.237 0.671 +D +S+H 1.190 3.967 1.190 +D+0.750L+0.750S+H 1.158 3.859 1.158 D Only 0.477 1.589 0.477 L Only 0.195 0.649 0.195 S Only 0.714 2.379 0.714 �AtI�/E R SYSTEMS Project Title: KCDA YELM HS III Engineer: MCL Project ID: 2016 -09 Project Descr: 66'X 125' MODULAR CLASSROOM Pdnted: 29 MAR 2016, 1:54PM Wood Beam File= C:IProjectslENERCA- 112016-0- 412016-0-1.EC6 €NERGALC, INC. 19832016, Build:6.16.3.4, Ver.6.16.3.4 t.i0MODERN Description : DBL FLOOR RIM JOIST @ EXT BRG Wall Grids 1 & 4 - 2016 -09 0.004 in Loads on all spans... 11468> =360. CODE REFERENCES = 0.150, S = 0.3370 klft DESIGN SUMMARY 0 <360.0 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7 -10 0.287.1 Section used for this span 2 -2x8 Load Combination Set: IBC 2012 408.86psi FIB : Allowable 1,426.19psi Material Properties Location of maximum on span = 0.000ft Span # where maximum occurs = Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E: Modulus of Elasticity Load Combination iBC 2012 Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi 1.909 Fc - Prll 1,350.0 psi Eminbend - xx 580.Oksi Wood Species : Douglas Fir - Larch Wood Grade : No.2 Beam Bracing Beam bracing is defined as a set spacing over all Fc - Perp Fv Ft spans 625.0 psi 95.0 psi 575.0 psi Density 32.210pcf Repetitive Member Stress Increase Unbraced Lengths 0.204 0.593 0.482 First Brace starts at 0.0 ft from Left -Most support 0.204 Regular spacing of lateral supports on length of beam = 2.0 ft D 0.3280 L 0.150 S 0.3370 2 -2x8 2 -2x8 2 -2X8 2 -2x8 Span = 3.460 ft Span = 3.460 ft Span = 3.460 ft Span = 3.460 ft Applied Loads Beam self weight calculated and added to loads 0.004 in Loads on all spans... 11468> =360. Uniform Load on ALL spans : D = 0.3280, L = 0.150, S = 0.3370 klft DESIGN SUMMARY 0 <360.0 Maximum Bending Stress Ratio = 0.287.1 Section used for this span 2 -2x8 fb : Actual = 408.86psi FIB : Allowable 1,426.19psi Load Combination +D+0.750L+0.750S+H Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 4 Maximum Deflection 1.316 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Max Downward Transient Deflection 0.004 in Ratio = 11468> =360. Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 Max Downward Total Deflection 0.008 in Ratio= 5535> =240. Max Upward Total Deflection -0.000 In Ratio= 163823 > =240. 0.675 :1 2 -2x8 73.73 psi = 109.25 psi +D+0.750L+0..750S+H 2.891 ft = Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Support 5 Overall MAXimum 0.656 1.909 1.551 1.909 0.656 Overall MINimum 0.204 0.593 0.482 0.593 0.204 +D+H 0.452 1.316 1.069 1.316 0.452 +D+L+H 0.656 1.909 1.551 1.909 0.656 D Only 0.452 1.316 1.069 1.316 0.452 L Only 0.204 0.593 0.482 0.593 0.204 EEER JOB Z N SHEET NO. OF BUILDING SYSTEMS CALCULATED BY DATE '. 3 9493 Porter Road SE • PO Box 110 AUMSVILLE, OREGON 97325 CHECKED BY DATE 503-749-4949 • Fax 503-749-4950 SCALE . . . . . . . . . . V L 4� p 7 1 2, 4 L/ 1 �'4 4,11 V- 4o� lcl 71 m .. . . ....... . ......... I Al . T A p ................ A L A - - - - ------ Af I zi ML y Ll i ..... ........ .. . ....... ......... . . i Z.11 Ll 1 '7 .. . ............. ........... ................ O ®E1�N JOB SHEET NO. L t _ OF BUILDING SYSTEMS /R 9493 Porter Road SE • PO Box 110 CALCULATED BY DATES lb AUMSVILLE, OREGON 97325 CHECKED BY DATE 503- 749 -4949 . Fax 503 - 749 -4950 SCALE S Al, __— i _F'Sm Y i�� Z C , c 'El I'i...MA � 1 i tf j4`. 1 -t R r r .. ' t ` J l } ? �4 4t �i } F�}.'d k Y �T C , c 'El I'i...MA OD�� SJOB HEET � � OF C / /��BUILDING SYSTEMS r �I t 9493 Porter Road SE • PO Box 110 CALCULATED BY DATE. ' -LY3 AUMSVILLE, OREGON 97325 CHECKED BY DATE 503 - 749 -4949 v Fax 503- 749 -4950 SCALE JOB BUILDING SYSTEMS SHEET NO. �-.I��Lh OF L� Fk - -� 9493 Porter Road SE • PO Box 110 CALCULATED BY K ' -!� DATE -! - I t AUMSVILLE, OREGON 97325 CHECKED BY DATE _ 503 -749 -4949 • Fax 503 -749 -4950 SCALE JOB Z ®DERV o��- � SHEET NO. LEA � , OF L ` A BUILDING SYSTEMS , 9493 Porter Road SE - PO Box 110 CALCULATED BY `il,( DATE AUMSVILLE, OREGON 97325 CHECKED BY DATE 503 - 749 -4949 • Fax 503 - 749 -4950 SCALE ODERIV 9493 Porter Road SE . PO Box 110 I AUMSVILLE, OREGON 97325 503 - 749 -4949 - Fax 503 - 749 -4950 JOB .r" n / SHEET NO. L 4�yA— OF 2 ►i �(� CALCULATED BY t " � _ DATE > ~ 14�L CHECKED BY DATE SCALE CDERN BUILDING SYSTEMS PO Box 110 . 9493 Porter Rd . Aumsville, OR 97325 800. 682.1422 ModernBuiidingSystems.com JOB # 2016 -09 Yelm HS III SHEET NO FDN -1 OF FDN - CALCULATED BY MCL 3/1/2016 CHECKED BY DATE FOUNDATION DESIGN MODULAR BUILDING LENGTH (L) = 125.50' SITE TYPE = BUILDING WIDTH (B) = 66.00' MAX BRG PRESSURE = FRAME RAIL OFFSET = N/A FLOOR TRIB WIDTH = 6.92' ROOF OVERHANG = 1.50' ROOF TRIB WIDTH = 8.42' WALL PLATE HEIGHT = 9.50' (ABOVE F.F.) TRANSVERSE WIND /SETS. = 24909 # LONGIT. WIND /SETS. = 24909 # WIND UPLIFT = 125378 # SNOW LOAD = 25 psf BUILDING WEIGHT = 276674# (No Snow) F.F. HEIGHT 2.50' (ABOVE GRADE) AVG. ROOF HEIGHT 16.50' (ABOVE GRADE) PIER PAD AREA-M------- REA _ -�! AT EXTERIOR FTG LOAD TO SKI RTWALL DL = 8.42'(12.2 psf) +9.5'(12.6 psf) +6.92'/2(10 psf) _ LL= 6.92'/2X50 psf= SL= 8.42'X 25 psf = D + L = 430 pff D + S = 467 Of D + 0.75L +035S = 544 plf PIER SPACING = GRAVEL 1800 psf 257 plf 173 plf 210 plf CONTROLS q = (544plf - Oplf) X (5') / 1.78 ft ^2 = 1529 psf OK on GRAVEL USE +/- 16 in. SQ. PADS OR 2 x 12 x 24 in. P.T. PADS AT 5' O.C. AT INTERIOR FTG -D i !D DL= 6.92' (10 psf) _ 69 plf LL = 6.92' (50 psf) = 346 plf D +L= 415plf PIER SPACING = CONTROLS q = 415plf X (6') / 1.78 ft ^2 = 1399 psf OK on GRAVEL USE +/- 16 in. SQ. PADS OR 2 x 12 x 24 in. P.T. PADS AT 6' O.C. JOB z��,Zxfl[OMERN BUILDING SYSTEMS SHEET NO. i r) (� OF 9493 Porter Road S E , PO Box 110 CALCULATED BY to �- DATE AUMSVILLE, OREGON 97325 CHECKED BY DATE 503 -749 -4949 . Fax 503 - 749 -4950 SCALE 0DERN SHEET NO QJ - () 3 OF �-m JIB Z /��BUILDING SYSTEMS r? 9493 Porter Road SE • PO Box 110 CALCULATED BY t DATE AUMSVILLE, OREGON 97325 CHECKED BY DATE 503 - 749 -4949 • Fax 503 - 749 -4950 SCALE ERN BUILDING SYSTEM'S PO Box 110 . 9493 Porter Rd . Aumsville, OR 97325 800.682.1422 ModernBuilding5ystems.com JLA3 #F ZUZb -Uy Yelm rig m SHEET NO FDN -4 OF FDN- CALCULATED BY MCL 3/1/2016 CHECKED BY DATE SCALE BUILDING SIDE ANCHORS N = 24909# / (2962# X .707) _ Mot = 24909# / 2 X 16.5'+ 24909# / 2 X 2.5'+ 125378# X 66'/ 2 = Mr= 276674# X 66'/ 2 = w/ ANCHORS = 12 X 2962# X .707 X 66' = TOTAL= (9130k -ft X 0.6) + 1659k -ft = > 4374k -ft therefore OK USE (12) ANCHORS AT EA SIDE OF BLDG BUILDING END ANCHORS N= 24909# / (2962# X .707) _ Mot = 24909# / 2 X 16.5' + 24909# / 2 X 2.5 ' + 125378# X 125.5'/ 2 = Mr= 276674# X 125.5'/ 2 = w/ ANCHORS = 12 X 2962# X.707 X 125.5'= 12 ANCHORS 4374 k -ft 9130 k -ft 1659 k -ft 7137 k -ft 12 ANCHORS 8104 k -ft 17361 k -ft 3154 k -ft TOTAL = (17361k -ft X 0.6) + 3154k -ft = 13571 k -ft > 8104k -ft therefore OK USE (12) ANCHORS AT EA END OF BLDG MOBILE UNIT CONNECTION TO CHASSIS (TRANSVERSE LOADING) T = 4374 k -ft - (0.6) X 9130 k -ft / 66 ft /2 = -8364 # PER STRAP PER NAIL VALUE (SIMP C -2015 PG 187) 211 # DF N= 12 NAILS 12- (MIN) N/A JOB # 2016 -09 Yelm HS 111 GDERN SHEET NO L -1 OF L -5 BUILDING SYSTEMS CALCULATED BY MCL DATE 3/10/2016 Po Box 110. 9493 Porter Rd . Aumsville, OR 97325 CHECKED BY DATE 800.682.1422 Modern BuildingSystems.com SCALE WIND ANALYSIS FOR ENCLOSED SIMPLE DIAPHRAGM LOW -RISE BUILDINGS - BASED ON IBC 2012 / ASCE 7 -10 CHAPTER 28, PART 2 INPUT DATA A -ps30 39.00 psf Risk Category = RC l psf Basic Wind Speed = Vult =1�0 = _Vasd =108 Exposure Category = EC -7.40 B Vertical Topographic Factor = Kzt 1 00 Vertical Adjustment Factor = Lambda 1.00 Vertical Building Length = L 125.50 ft Building width = B 66.00 ft Building Height to Eave = he 12.00 ft Building Height to Ridge = hr 21.00 ft Eave Overhang oh 1.50 ft Building End Zone = a 6.60 ft Roof Pitch = RP 3.0,.; :12 Approx. Roof Angle = RA 15 degrees ��Ilj�llj� Wind Pressure, ps30 ,Fig. 28.6 -1) Horizontal A -ps30 39.00 psf Horizontal 13-ps30 -12.90 psf Horizontal C -ps30 26.00 psf Horizontal D -ps30 -7.40 psf Vertical E -ps30 -37.30 psf Vertical F -ps30 -24.40 psf Vertical G -ps30 -26.00 psf Vertical H -ps30 -18.60 psf O.H. Eoh -ps30 -52.30 psf 0. H. Goh -ps30 -40.90 psf (Table 1.5 -1) mph (3 sec gust)(Fig 26.5 -1) (Sec. 26.7) (Sec. 26.8 & 26.8 -1) (Sec 28.6 -1) 11:34:39 AM (Ref. Fig. 28.6 -1) JOB # 2016 -09 Yelm HS III ERN SHEET NO L -2 OF L -5 .'M BUILDIi�i CALCULATED BY MCL DATE 3/10/2016 PO Box 110 - 9493 Porter Rd . Aumsville, OR 97325 CHECKED BY DATE 800.682.1422 ModernBuliding&Vstems.com SCALE Wind Pressure, ps ps = Lambda * Kzt * ps30 Min Loading Horizontal A -ps 39.00 psf 16.00 Horizontal B -ps -12.90 psf 8.00 Horizontal C -ps 26.00 psf 16.00 Horizontal D -ps -7.40 psf 8.00 Vertical E -ps -37.30 psf 0.00 Vertical F -ps -24.40 psf 0.00 Vertical G -ps -26.00 psf 0.00 Vertical H -ps -18.60 psf 0.00 0. H. Eoh -ps -52.30 psf 0. H. Goh -ps -40.90 psf CASE A - Transverse Wind Min Loading A -tw 6178lbs 2534lbs Set to 0 B -tw -1533 Ibs 950 Ibs C -tw 35038lbs 21562lbs Set to 0 D -tw -7479 Ibs 8086 Ibs Total 41215 Ibs (SD) 33132 Ibs Convert to ASD x 0.6 0.6 Total Force on building side L = 24729 Ibs (ASD) 19879 Ibs CASE B - Longitudinal Wind A -lw 3514lbs 1441 Ibs C -lw 26255 Ibs 16157lbs Total 29768 Ibs (SD) 17598 Ibs Convert to ASD x 0.6 0.6 Total Force on building end B = 17861 Ibs (ASD) 10559 Ibs CASE A - Transverse Uplift w/ gable end OH uplift E -up -18094 Ibs w/ gable end OH uplift F -up -11836 Ibs w/ gable end OH uplift G -up -97640 Ibs w/ gable end OH uplift H -up -69850 Ibs sidewall eaves OH uplift Eoh -up -1519 Ibs sidewall eaves OH uplift Goh -up -10023 Ibs Total - 208963 Ibs (SD) Convert to ASD x 0.6 Total Uplift Force = - 125378 Ibs (ASD) JOB #2016 -09 Yelm HS III ODERN SHEET NO L -3 OF L -5 BUILDING SYSTEMS CALCULATED BY MCL DATE 3/1/2016 PO Box 110. 9493 Porter Rd . Aumsvilie, OR 97326 CHECKED BY DATE 800.682.1422 ModernBuildingSystems.com SCALE 66'x 125.5' MODULAR SEISMIC per IBC 2012 / ASCE 7 -10 Building Weight /8 Gyp Roof (psf) ASCE 7 -10 Table 1.5 -1 Risk Category ....- _ w ASCE 7 -10 Table 1.5 -2 Seismic Importance Factor Ie= 1.8 ASCE 7 -10 Table 12.2 -1 Response Modification Factor R =1 1.5 USGS Data Spectral Response Accel. Ss = 1.24" ASCE 7 -10 11.4.2 Site Class D ASCE 7 -10 Table 11.4 -1 Site Coefficient Fa = 1.000 ASCE 7 -10 Eqn. 11.4 -1 Sms = Ss * Fa Sms = 1.254 ASCE 7 -10 Eqn 11.4 -3 Sds = 2/3 * Sms Sds = 0.836 ASCE 7 -10 12.14.8.1 F =1.0 for one story bldgs F= 1.000 ASCE 7 -10 Table 11.6 -1 Seismic Design Cat. D ASCE 7 -10 Eqn 12.8 -1 V = (F *Sds /( R/Ie) * V)* 0.7 V = 0.090 W IBC 2012 1605.3.1 Note: 0.7 converts to ASD ASCE 7 -10 Eqn 12.8 -5 Vmin = 0.010 W Exterior Wall (psf) 1.5 1.7 1.3 2.8 2.8 2.5 0 12.6 Floor (psf) 1.0 2.5 2.2 1.6 0 0 7.3 Building Weight /8 Gyp Roof (psf) -.... 2.5 ....- 1.5 _ 3.1 $1: 1.8 t��l# 1.8 Total 1.5 0 Total 12.2 Exterior Wall (psf) 1.5 1.7 1.3 2.8 2.8 2.5 0 12.6 Floor (psf) 1.0 2.5 2.2 1.6 0 0 7.3 Interior Wall (psf) /8 Gyp 2.8 122x4 P16 1.1 518 Gyp 2.8 112 Tack 2.5 �_ 0 0 Total 9.2 Exterior Wall (psf) 1.5 1.7 1.3 2.8 2.8 2.5 0 12.6 Floor (psf) 1.0 2.5 2.2 1.6 0 0 7.3 JOB #2016 -09 Yelm HS III IODERN SHEET NO L -4 OF L -5 BUILDING SYSTEMS CALCULATED BY MCL DATE 3/1/2016 PO Box 110. 9493 Porter Rd . Aumsville, OR 97325 CHECKED BY DATE 800.682.1422 Modern Building5ystems.com SCALE 0 Ibs Total 276674 Ibs Wr = Total DL tributary to roof 162190 Ibs W1 = Total DL tributary to floor 114484 Ibs Fx Story (Shearwall) Force Building Weight (con't) Story Height Weight NQ Srtc4+c' 69.00' 128.50' 0.0 psf = 0 Ibs Roof = 69.00' 128.50' 12.2 psf = 108171 Ibs Ext. Wall = 9.50' 383.00' 12.6 psf = 45845 Ibs Int. Wall $ 001 845-00', 9.2 psf = 62192 Ibs Floor = 66.00' 12550' 7.3 psf = 60466 Ibs Chassis = = 0 Ibs 0 Ibs Total 276674 Ibs Wr = Total DL tributary to roof 162190 Ibs W1 = Total DL tributary to floor 114484 Ibs Fx Story (Shearwall) Force Table Story Height Weight Story Force - k Fx= wx *hx/ wx *hx) *V Fx Coef = V *hx /(2 wx *hx) Story Shear (hx) (wx) (wx *hx) (Vx) R 12.00' 162.19 k 1946 k -ft 21.72 k 0.134 21.72 k 1 2.50' 114.48 k 286 k -ft 3.19 k 0.028 24.91 k Grade 0.00' 276.67 k 2232 k -ft V= 24.91 k Shear Value OK Comparison Design Maps Summary Report Design Maps Summary Report User - Specified Input Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category 2016 -09, 1315 West Yelm Ave, Yelm, WA Mon February 8, 2016 21:27:48 UTC 2012 International Building Code (which utilizes USGS hazard data available in 2008) 46.95 °N, 122.626 °W Site Class D - "Stiff Soil" I /II /III Page 1 of 2 USGS- Provided Output SS = 1.254 g Sn,s = 1.254 g Sos = 0.836 g S,. = 0.501 g Sm, = 0.751 g Spl = 0.501 g For information on how the SS and S1 values above have been calculated from probabilistic (risk- targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHPP" building code reference document. MCE Response Spectrum 1.43 1,30 . 1.177 1.04 0.7'8 0. GS 0.52 0.35 tr.2G 0,73 ib.0 a 00 0 20 0 to 0:40 0 go 1 00 1:20 1 a0 1:40 l ii0 2.00 Period, T (Sec) Design Response Spectrum 059 0, �0 b.91 1A n.45 0 3�S 0 00 0 20 0 4th 0:0 JV t0 1 00 1 20 40 G0 too 2.00 Period. T (sec) http: / /ehp 1- earthquake. cr. usgs .gov /designmaps /us /summary.php ?template =m... 2/8/2016 Exit Index ULTLVLATE FRICTION FACTORS AND ADHESION FOR DISSEVHLAR MATERIALS CNA VFA C TAM 7 -2- Table 1. n7.2 -631 Search C -11 Friction Friction Interface Materials factor angle, degrees Mass concrete on the following foundation materials: Clean sound rock 0.70 35 Clean gravel, gravel -sand mixtures, coarse sand 0.55 to 0.60 29 to 31 Clean fine to medium sand, silty medium to coarse sand, silty or clayey gravel 0.45 to 0.55 24 to 29 Clean fine sand, silty or clayey fine to medium sand 0.35 to .045 19 to 24 Fine sandy silt, non - plastic silt 0.30 to 0.35 17 to 19 Very stiff and hard residual or pre - consolidated clay 0.40 to 0.50 22 to 26 Medium stiff and stiff clay and silty clay 0.30 to 0.35 17 to 19 (Masonry on foundation materials has same friction factors.) Steel sheet piles against the following soils: Clean gravel, gravel -sand mixtures, well - graded rock fill with spaIIs 0.40 22 Clean sand, silty sand - gravel mixture, single size hard rock fill 0.30 17 Silty sand, gravel or sand mixed with silt or clay 025 14 Fine sandy silt, non - plastic silt 0.20 11 Formed concrete or concrete sheet piling against the following soils: Clean gravel, gravel -sand mixtures, well- graded rock fill with spalls 0.40 to 0.50 22 to 26 Clean sand, silty sand - gravel mixture, single size hard rock fill 0.30 to 0.40 17 to 22 Silty sand, gravel or sand mixed with silt or clay 0.30 17 Fine sandy silt, non - plastic silt 0.25 14 Various structural materials: Masonry on masonry, igneous and metamorphic rocks: Dressed soft rock on dressed soft rock 0.70 35 Dressed hard rock on dressed soft rock 0.65 33 Dressed hard rock on dressed hard rock 0.55 29 Masonry on wood (cross grain) 0.50 26 Steel on steel at sheet pile interlocks 0.30 17 Interface Materials Cohesion Adhesion Ca (psf) ery soft cohesive soil (0 - 250 psi 0-250 Soft cohesive soil (250 - 500 psf) 250-500 Medium stiff cohesive soil (500 - 1000 psf) 500-750 Stiff cohesive soil (1000 - 2000 psf) 750-950 Very stiff cohesive soil (2000 - 4000 ps 950- 1,300 C -11 I 1, THE CHARTS.SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND ENDS OF THE MANUFACTURED HOME. 2. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED, 3. FOR ALL TIE DOWN INSTALLATIONS, -THE MAfVUEAeTURED HOME CHASSIS MEMBERS= ARE SHOWN AS "I" BEAMS, (FOR ILLUSTRATION' PURPOSE ONLY) CHASSIS BEAMS 4. SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF. EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. 5. END TIE.DOWNS CAN BE LOCATED WITHIN 18" OF EITHER-SIDE OF CHASP' BEAM cHUe s WAut (ONE END 77D Wr r MANDATORY M AT El�CH ENO aF'TBFJU.9 18iLN. d ! • 6. THE. SIZES, TYPES, LENGTHS, ECT, OF MATERIALS SHOVNlt�i HER-EWVJ MINTMUM, LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY BE USED AT THE SAME SPACING AND LOCATION SHOWN. - 7. ALL PARTS ARE COATED WITH RUST kZES+STANT INDUSTRIAL SHOP PR]Mg-: ' PGM Inc 21622 Old Hwy 99 Centralia,' WA `98532 888- 265 -8981 CA / / i } � 1 PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SACRAMENTO, CA_ 85838 Ph: pia) -w-a 28 ENGINEERS APPROVAL ,, :7.1'47. !Q i! \ �k et� U.T/ Az/ } \ l NV/� PGM Inc TIC DOWNS ENGINEERED TIE DOWN SYSTEM GENERAL NOTES CO DESIGN LOADS: DESIGN LOADS: • - 15'PSF (70 MPH EXPOSURE "C ") CAC T -25 and COMPLIES WITH WIND — 2012113C _Vint = 115 MPH Exp C SOIL BEARING 1000 PSF TIE DOWN STRAP ---- 3150# WORKING LOAD * SEISMIC ZONE ----- 4 CAC T 25 AND 2006 IBC Se=j�5 Fa =1._4 Srw1.41 Site CladsQ TIE DOWN STRAPS TO BE MIN.1 114" WIDE x 0.035 THICKNESS -ZINC PLATED AND MEET ASTM D- 3953 -97 !A_ LT. STRAP; 11/4" WIDE X 0.02_9" THICK ZINC PLATED F'ult' =5400 LBS EARTH AUGERS 2962 # (TESTED TO 4750# MIN.) " CROSS DRIVES - 2992 # (TESTED TO 4750# MIN.) CONCRETE SLAB ANCHORS 2962 # (CALCULATED) I 1, THE CHARTS.SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND ENDS OF THE MANUFACTURED HOME. 2. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED, 3. FOR ALL TIE DOWN INSTALLATIONS, -THE MAfVUEAeTURED HOME CHASSIS MEMBERS= ARE SHOWN AS "I" BEAMS, (FOR ILLUSTRATION' PURPOSE ONLY) CHASSIS BEAMS 4. SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF. EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. 5. END TIE.DOWNS CAN BE LOCATED WITHIN 18" OF EITHER-SIDE OF CHASP' BEAM cHUe s WAut (ONE END 77D Wr r MANDATORY M AT El�CH ENO aF'TBFJU.9 18iLN. d ! • 6. THE. SIZES, TYPES, LENGTHS, ECT, OF MATERIALS SHOVNlt�i HER-EWVJ MINTMUM, LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY BE USED AT THE SAME SPACING AND LOCATION SHOWN. - 7. ALL PARTS ARE COATED WITH RUST kZES+STANT INDUSTRIAL SHOP PR]Mg-: ' PGM Inc 21622 Old Hwy 99 Centralia,' WA `98532 888- 265 -8981 CA / / i } � 1 PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SACRAMENTO, CA_ 85838 Ph: pia) -w-a 28 ENGINEERS APPROVAL ,, :7.1'47. !Q i! \ �k et� U.T/ Az/ } \ l NV/� PAM - _ TIE RL WNS i ENGINEERED TIE. DUWN S YI3TEM GENERAL NOTES ; 16 P§ (70 MPH EXROSURE "C"}CAC T,25 and COMPLIES.WITH THE 2013 Cgc ` _.. Vutt = :110 MPH EXp. °C° * SO[L BEARING �..�._...._ 150b PSF ,: *DOWN STRAP = --- 3150# WORKING LOAD * SEISMIC ZONE -- -• -- 4 CAC T 5 ANDI 2013 CBC j. Se =8.5 Fa =Z Sos .41 Ski Class D TIE DOWN STRAPS TO t3E MIN,1 1/4" WIbE x6 029TFUCKNESS -PLATED AND MEET AST D- 3953 -97 • * EARTH AUGERS X982 (TESTED TO 47608 MIN.) * GROSS DRIVES 2002 0 (TESTED TO -4760# MIN.) *CONCRETE SCAB ANCHORS 2882 0 (CALCULATED) :. THIS PLAN MAY BE USED FOR MANUFACTUED HOMES.F'LRCES IN .FEMA FL000 FIAZAFtt) ZONES A, AE & AH, , FR(JVI.DED TI{E OROUND ANGIdOR$ ARE THE #8QD1 <48" EARTH AUGERS. UNDER FLOOR VENTS AT THE PERIMETER SKIRTING SHALL BE PLACED. WITH THE BOTTOM OF THE VENT MAX 12 "ABOVE THE UNDER FLOOR AROUND SURFACE 1, THE CHARTS_ik6W THE REQUIRED NUMBER OF TIE 6 6WJV8 ON THE SIDES AND ENDS OF THE MANUFACTURED HOME; 2. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED. 3. FOR ALL TIEDOWN.INSTALI-ATIQNS, THi - ANUFAGTURER HOME CFIA$SIS.MEf1IJBERS ARE SHOWN .AS " I° BEAMS, (F'OR ILLUSTRATION PURP E ONLY) CHASSIS BEAMS 4, SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE= CHASSIS BEAMS.;END TIE DOWNS ARE REQUIRED AT EACH END QF: EACH TRANSPORTABLE SECTION OF THE MANUFACTURED - HOME 5. END TIE.DOWNS CAN BE LOCATED WITHIN 18'' OFfITHEEifiIPE_OF CHAD -0-r- BEAM cru sew �� (OtiEENONDOFTEVANTQRY AT EAOH ENO OFR'BEAM) _ 6. =S, TYPES, LENGTHS, ECT, QF MATERIALS SH60 HEREON AR MINIguM, LONGER, HEAVIER MATERIALS SUPPLIED WY _ , PGM, Inc MAY BE USED AT THE SAME SPACING AND LOCATION SHOWN 7. ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL $HOP PRIMr-P -. PGM Inc 21522 Old Hwy 99 STATE APPROVAL Csnt�aua, w . 98532 ' 888- 265 -898'1 ENt3EERE© TIEDAVYN SYSTEM �OrrE�SO APPRQVED. SIl MC.T To comCTKw NoTEO CA Apptoved not aiuttlorize or omiss[�x14r tegTenienIs Of S IVs am 1 S ate of Calikmla JIL AND STANDARDS PACIFIC CONSULTIW ENGINEERS 2150 BELL AVE. SUITE 145 T* Mw Yiaol Ems SACRAMENTO, CA. 95838 Ph: (918)-664.6028 1`-z .Ifs #6006 NOT Y#M4002 R #7000 #7001 #7002 CHASSIS '1 2 PEER SOLT!O ON TOP 17002 7' STEEL 4P W/ HOLE --\ 1. ?tA- 17000 7- STEEL STRAP wl BUCKLE 16005 SPLIT 1-0 BOLT & NUT ' .......... ... . ......... ... 6006 ...... ILZER ............ ...... -�6000 SERIES EARTH AUGER 10 TYPICAL) INSTALLATION INSTRUCTIONS 1, CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. 2. INSTALL GROUND ANCHORS INTO GROUND LEAVING 12"-14" OF SHAFT EXPOSED. 3. PLACE STABILIZER PLATE.NEXT To SHAFT BETWEEN THE ANCHOR AND CHASSIS BEAM, AND DRIVE INTO GROUND. 4. FINISH TURNING . ANCHOR INTO GRQUND APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. 6. ATTACH STRAPS TO CHASSIS BE-Am. IN MANNER SHOWN. 6. IF ANGLE OF SIDE STRAP IS GREATER THAN 600, STRAP CONNECTION CAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 7. INSERT STRAP THROUGH SPLIT BO'T r.'t.!• OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL.STRAP IS SNUG. L) w uj tn I z 3: O Ll w END TIE DOWNS SEE CHART 04 Lu O END TIE DOWNS SEE CHART- SINGLE WIDE DOUBLE WIDE < 0 w W ititDllf, o z z w O END .TIE DOWNS SEE' CHART TT t:3 T 3ql - i T 'vn% 0 F v I v- ov Alra V TRIPLE WIDE SAC IND. STABIL -X DRIVE TIE DOWN ANCHORS iz J7000 of 7002 7' STEEL STRAP 16005 SPLIT BOLT & NUT jf6013 STABIL Y DRIVE ANCHOR GROUND LINE ► #6013 -- #4002 #7000 #7001 #7002 IJ DETAIL "All CHASSIS BO ON TOP 17002 G � 7' STEEL 47000 7' STEEL STRAP _ w/ : STRAP w/ BUCKLE HOLE 16005 SPLIT BOLT & NUT SEE DETAIL "All INSTALLATION INSTRUCTIONS 1. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. 2. DRIVE STABILIZER PLATE INTO GROUND. 3. DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN_ . 4, ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 5, IF ANGLE OF SIDE STRAP IS GREATER THEN 600; STRAP CONNECTION CAN BE MADE FROM, ANCHOR TO OPPOSITE CHASSIS BEAM. 6. INSERT STRAP THROUGH SPLIT BOLT. CUT 4DFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP IS SNUG. .rj .• 7. #6002 ANCHOR CAN BE USED WHERE HARD. OR ROCKY SOIL OCCURS. IF THE GROUND SURFACE IS OTHER THAN ROCKY SOIL OR MINIMUM 2" ASPHALT, USE #6002 STABIL -X ANCHOR OR ENCASE ANCHOR WITH 12 "x12 "x12" CUBE OF CONCRETE. 8. WHEN #6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR _ (2) ANCHORS SEE NOTE #7 AND NOTE 7 MUST BE USED AT THAT LOCATION. EARTH AUGERS CROSS DRIVE ANCHORS_ CONCRETE SLAB ANCHORS__,_ MAX. F , 3B' S�� F MFO'D ��8' 54' 7Z' E � 38' 64' 72; I G'p HOME T2' HOMME EDF MIN: ND. OF 91DE . 2 3 -4 MINE N0, OF 8 D 2 3 4 MIN � NO. BIDE 2 "4 TIEDOWNB• 71E DOWNS 71EDOWNS NOTE: SIDE TIE - DOWNS: MUST BE WITHIN 24" OF THE END OF THE CHASSIS BEAM. END TIE - DOWNS: CAN BE LOCATED WITHIN 24 OF EITHER SIDE OF CHASSIS BEAM ONE TIE -DOWN IS MANDATORY AT EACH END OF "I "BEAM (SEE PAGE #1 GENERAL NOTE #5). IF SIDE WALL TIE -DOWN -GROUND ANCHOR LOCATION IS SUCH THAT THE ANGLE BETWEEN THE GROUND AND STRAP EXCEEDS 60`, CONNECT THE TIE STRAP TO THE INSIDE CHASSIS BEAM ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. SAC IND. CONCRETE TIE DOWN ANCHORS #7000 #40c #7001 ii' I® fit I\ I� r •�� n U #7002 #60 4002 PIER - OLT -ON TOP #7002 7' STEEL STRAP WITH HOLE - #6005 SPLIT BOLT & NUT OR #6004 CHASSIS . CONCRETE TIE -DOWN INSTALLATION INSTRUCTIONS ,i OR #6063 ALTERNATE CONNECTION NEW CONCRETE 46004 1. PLACE CONCRETE ANCHOR INTO WET - CONCRETE, AND ALLOW TO PROPERLY CURE. 2. ALTERNATE CONNECTION REQUIRES #5 REBAR'PROPERLY EMBEDDED IN CONCRETE. EXSISTING CONCRETE -#6003 1. CONCRETE MUST BE'A -MINI MUM *Y THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA QF EACH ANCHOR IS 28- SQUARE FEET. 3. DRILL PROPER SIZE HOLE iN SLAB- , A MINIMUM OF 12" FROM ANY SIDE, 4. EXPANSION BOLT IS -%8" x 3Y2' WITH MINIMUM 2414", EMBEDMENT AND 6,180 POUNDS PULL OUT; 7,160 POUNDS 'S_ HEAR. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. IF ANGLE OF SIDE STRAP IS GREATER THAN 60', STRAP_ CONNECTION. CAN BE MADE FROM ANCHOR TO OPPOSITE GRASS S,BEAM, 3. INSERT STRAP THROUGH SPLIT BOLT, CUT OFF ;EXCESS 8 TRAR AND TIGHTEN BOLT UNTIL STRAP IS SNUG. NOTE: SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME, NOTE: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE:USED. DRILL �6 "_ HOLE AT M/0 HEIGHT OF BEAM AND INSTALL .y2- A307 BOLT (TYPICAL) SIDE VIEW END VIEW END TIE DOWN ' SIDE VIEW SIDEVIEW NOTE: 1101 BEAM CHASSIS " ' RFC'. BEAM CHASSIS END TIE DOWN CAN'BE SEE- GENERAL NOTE #3 SEE GENERAL NOTE 93 LOCATED WITHIN ION OF EITHER SIDE OF OHA$SI BEAM AXIS. I CERTIFY THAT d HAVE INSTALLED THE SAC IND., INC-, ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. 1 HAVE MARE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR THE BUILDING STRUCTURE. COMPANY NAME: CONTRACTORS LIC. # y JTRAP 7 O 7' STEEL W/ BUCKLE 0 16004 CONCRETE TIE -DOWN INSTALLATION INSTRUCTIONS ,i OR #6063 ALTERNATE CONNECTION NEW CONCRETE 46004 1. PLACE CONCRETE ANCHOR INTO WET - CONCRETE, AND ALLOW TO PROPERLY CURE. 2. ALTERNATE CONNECTION REQUIRES #5 REBAR'PROPERLY EMBEDDED IN CONCRETE. EXSISTING CONCRETE -#6003 1. CONCRETE MUST BE'A -MINI MUM *Y THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA QF EACH ANCHOR IS 28- SQUARE FEET. 3. DRILL PROPER SIZE HOLE iN SLAB- , A MINIMUM OF 12" FROM ANY SIDE, 4. EXPANSION BOLT IS -%8" x 3Y2' WITH MINIMUM 2414", EMBEDMENT AND 6,180 POUNDS PULL OUT; 7,160 POUNDS 'S_ HEAR. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. IF ANGLE OF SIDE STRAP IS GREATER THAN 60', STRAP_ CONNECTION. CAN BE MADE FROM ANCHOR TO OPPOSITE GRASS S,BEAM, 3. INSERT STRAP THROUGH SPLIT BOLT, CUT OFF ;EXCESS 8 TRAR AND TIGHTEN BOLT UNTIL STRAP IS SNUG. NOTE: SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME, NOTE: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE:USED. DRILL �6 "_ HOLE AT M/0 HEIGHT OF BEAM AND INSTALL .y2- A307 BOLT (TYPICAL) SIDE VIEW END VIEW END TIE DOWN ' SIDE VIEW SIDEVIEW NOTE: 1101 BEAM CHASSIS " ' RFC'. BEAM CHASSIS END TIE DOWN CAN'BE SEE- GENERAL NOTE #3 SEE GENERAL NOTE 93 LOCATED WITHIN ION OF EITHER SIDE OF OHA$SI BEAM AXIS. I CERTIFY THAT d HAVE INSTALLED THE SAC IND., INC-, ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. 1 HAVE MARE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR THE BUILDING STRUCTURE. COMPANY NAME: CONTRACTORS LIC. # V qa CL O O G) 2 L Ln O O M \ O M \ d N L O O L O = G L O t C L O v C Q 4+ d N _ > L Q O p a) p Q m a 1 X Ln vL Ln v oM 1N-+ Un t a a U' a 'a O r+ O N 0 0 UG 0 0 O to 0 O M T-q O Q O 41 N v 3 Q 4. O 3 Q 41 �+ a) O 3 �aO ya. L O tD tD �wC +f a Q) cr (6 w a- is N m E O a ' Q ' Q v v vi .a C N O 3 m Q \ Z + O to O Ln N O 4+ O L M O 41 LM n N O 41 CU CU O L Ln 1-4 Ln M LD n N Ln n ci a Y H CD F Q- L L U V) ftS U C i p d > vi > > (II U y d a ti U of cu a v O o O a C m 'a i ru H O o Q V y Ln C m L 06 of ±� N 3 O u +' Fa O V) Ln 06 _ O Y u7 v 'O iO+ O V a E O V 41 O > u 3 y O L m u. a L _ ? L > CO C > m c� p) e3 O > v� O ° "O V C ±+ � ui A L > 3 L i a O 0 m V) C CU iI5 41 m U O Y U d .0 PGM Inc r STEEL PIERS 1 ADJUSTABLE STEEL PIERS & TOPS Co — GENERAL NOTES DESIGN LOADS: �k STEEL PIERS -- - - - - -- 6,000 LB, RATED LOAD CAPACITY 18,000 LB. MINIMUM TESTED LOAD CAPACITY * STEEL PIERS SHALL BE COATED WITH RUST RESISTANT COATING AND SHALL BE LISTED AND LABELED FOR THE FOLLOWING LOAD: VERTICAL= 6,000 POUNDS MAXIMUM PGM Inc 218?2 Old Hwy 99 Centralia, WA 98532 888 -265 -8981 V I / CA \ PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SACRAMENTO, CA. 95838 PH: (916) 564 -6028 GINEER APPROVAL S�io P 0F,c� C, 6t NE��, � lasz OR ✓ OREo n, / W, ff;A0tw fs�5 D 2541 a9�rF aF NoA�� \ ��D A. DA�� 3t-� UT I 1 1 AZ I NV I STATE APPR APP40VED SUBJECT TQ CORRECTIONS NOTED Apprervat does not authorize or appiope airy omission or deviation from reTi4emenis,of applimble State Ian's and regulations: ^�9TNTE OF CALIFORNIA DER TM �pigita�t UGAf ND COMMUDNat r mDEV EwpmEN�T V FCO AND STANDARDS x � BP NO. This Approval Expires PGM Inc 21822 Old. -Hwy , 99. Cent elia, WA 98532 CA \ dF PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE '145 SACRAMENTO, CA. 95838 PH: (916) 564 -6028 ENGINEER APPROVAL I OR I WA I I / / r ID I UT I I / r AZ I I r 3 — � i / NV I r CHASSIS BEAM SUPPORT (TYPICAL) \\ . 0 ADJUSTABLE STEEL PIERS 6,000 LB. PAD (1,000 PSF SOIL) Urx U* P \T PLYWOOD PAD MATING LINE SUPPORT (TYPICAL) 'NOTE j IF PIER 1S NOT CAPABLE OF REACHING RIDGE BEAM, USE. 4N B" I.D.F. W000 POST. INSTALLATION INSTRUCTIONS 1. PREPARE A LEVEL SURFACE AT THE LOCATION OF EACH PIER TO INSURE A FULL CONTACT FOR THE FOOTING PAD. USE THE APPROPRIATE SIZE PAD FOR THE LOAD REQUIRED. REFER TO THE MANUFACTURERS SET UP MANUAL FOR SPECIFIC LOADS AND FOOTING SIZES. 2. SELECT THE APPROPRIATE SIZE PIERS FOR THE INSTALLATION BY DETERMINING THE PIER HEIGHT AT EACH SUPPORT LOCATION. MEASURE FROM THE TOP OF THE PAD TO THE BOTTOM OF THE CHASSIS BEAM TO INSURE THAT HEIGHT IS NO GREATER THAN 32 ". 3. SELECT THE APPROPRIATE TOP FOR THE CHASSIS BEAM OR MATING LINE. THE MAXIMUM ADJUSTMENT ON THE THREADED ROD ADJUSTER FOR CHASSIS BEAM SUPPORT IS 27. WHEN MORE HEIGHT IS NEEDED USE THE NEXT TALLER SIZE SUPPORT PIER. 4. PLACE THE PIER SUPPORT IN THE CENTER. OF THE SUPPORT PAD. WHERE REQUIRED BY LOCAL CODE, ATTATCfl THE SUPPORT PIER TO THE PAD USING APPROPRIATE FASTENERS. CAREFULLY ALIGN THE SUPPORT PIER AND TOP UNDER THE CHASSIS BEAM OR MATING LINE AND TIGHTEN UNTIL SNUG PLUS 1/2 TURN. 5. REPEAT THIS INSTALLATION PROCEDURE WITH EACH SUPPORT PIER. AFTER ALL THE SUPPORT PIERS HAVE BEEN INSTALLED, AND THE HOME SET UP HAS BEEN COMPLETED PER THE MANUFACTURERS SET UP INSTRUCTIONS, YOU MAY THEN REMOVE THE SAFTEY BLOCKING OF OTHER DEVICES USED TO LEVEL THE CHASSIS. PART No. 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 5 (]Z i?j 3032 ao.34 3036. LABORATORY TESTING REPORT STAND SIZE 8" 12" 141, 16" 18" 20" 22" 26" 28" 32 '34' 36„ SAMPLE #1 23,100 Lbs. 25,130 Lbs, 27,200 Lbs. 27,700 Lbs. 28,250 Lbs. 26,400 Lbs. 24;950 Lbs. 20,500 Lbs. 22,225 Lbs. 22,250 Lbs. 20,550 Lbs. 22.950 I,hs. 11,2(rr, )O,9(10 -w'f U BASSIS BEAM SUPPORT SAMPLE #2 24,600 Lbs. 25,950 Lbs. 26,500 Lbs. 28,175 Lbs. 27,700 Lbs. 33,300 Lbs. 25,000 Lbs. 22,400 Lbs. 2.1 1650 Lbs. 21.5.0.0 Lbs. 23,720 Lbs. 26;550 Lbs, 1 MATING LINE SUPPORT �� LINE ORT PIER IDENTIFICATION STAMP SAMPLE S PGM Inc - Centralia, WA 23,200 Lbs. SERIES 3000 -1v1 Ff. PIER 24,320 Lbs. RATED 6,000 LBS. TESTED 18,000 LBS 26,300 Lbs. C.T:C. LIST NO. 0123 26,175 Lbs. 23,400 Lbs. 25,500 Lbs. 23s225:, 24,200 Lb's.:' 23,006 19,70,0 Lbs. Lbp,, 21,310 Lbs: 1,500 Lbs. MATING LINE SUPPORT �� LINE ORT ADJUSTABLE STEEL TOPS 6 o BOLT ON TOP #4002 5" %J in C ILL SCREW ON TOP #4006 ANGLE TOP #4005 II" SADDLE TOP #4001 INSTALLATION INSTRUCTIONS #4000 — PLACE SADDLE TOP FLUSH AGAINST MAIN CHASSIS BEAM AND OR MATING LINE — MAXIMUM HEIGHT ADJUSTMENT OF TOP IS 2 ". #4.001 — 11° SADDLE CAN TO BE USED ON. MATING LINE SUPPORTS, PORCHES AND DECKS — ATTACH TOP OF PIER WITH 2nd 314" NUT — MAXIMUM HEIGHT ADJUSTMENT OF TOP IS 8 ". #4002 BOLT ON T TOP � 'T' MAXIMUM HEIGHT ADJUSTMENTOF TOPSIS WITH 2nd 3/4" NUT, ATTACH #4003 — PLACE "C TOP FLUSH AGAINST MAIN BEAM — ALTERNATE T' TOP DIRECTION EVERY OTHER PIER — MAXIMUM HEIGHT ADJUSTMENT OF TOP IS 2 #4005 PLACE ANGLE TOP FLUSH AGAINST MAIN BEAM ( "C" BEAM or "RFC" BEAM) — MAXIMUM HEIGHT ADJUSTMENT OF TOP IS 27. #4006 — ATTACH SCREW ON TOP TO MAIN CHASSIS BEAM WITH (4) #12 SMS TEK SCREWS. WHEN USED AT MATING LINE AND OR PERIMETER, ATTACH WITH NAILS OR SCREWS. MAXIMUM HEIGHT DJUSTMENT OF TOP IS 2 ". � 3 ;IDENTIAL FLOOR DINT SUPPORT DECK RV STABILIZER SUPPORT ^� � PGM Inc BOLT --ON TOP SYSTEM (TYPICAL) SET NOTES TEEL PIER CHECK MANUFACTURED HOME SET UP INSTRUCTIQNS 3,000 LB RATED) FOR LOADS AND LOCATIONS. WHEN USING PGM Inc, 6,000 LB. RATED PAD (960 SQ. IN.) OR EQUIVALENT, AND PGM Inc 6,000 LB. RATED STEEL PIER, CHASSIS BEAM SUPPORT SPACING CAN BE 8 - FT. O.C. THIS SPACING IS CALCULATED ON 1 jOOO PSF SOIL BEARING VALUE AND SQUARE INCH AREA OF PAD SIZE. PLYWOOD PAD (6,000 LB RATED) 1IEI2 DESIGN latent Pending ITRONGER Pitta new patented embossed leg LORE STABLE iith new two piece wider base TA'TE APPROVED .esied- Listed — Labeled 'tand- ped in Base Plate ,006 LB. RATED —1 Safety Factor OYES PRE — PUNCHED i base for easy attachment :) pad or footing ;HASSIS BEAM SUPPORT G G G !' 6,000 LB PAD (1,000 PSF SOIL) PLYWOOD PAD #3234 \'\'. MATING LINE SUPPORT MATING LINE SUPPORT 1.7 Alpine, an ITW Company 8351 Rovana Circle Sacramento, CA 95828 (916) 387 -0116 Page 1 of 1 Document ID:1 VPL7175ZO105123249 Tnlss Fabricator: Truss Conponents of Oregon Job Identification: 0316234 -- MODERN BUILDING SYSTEMS - 2016 -09 -- 1315 Yelm Ave. YELM, WA 98597 Model Code: IBC Truss Criteria: I BC2012 /TP I -2007 (STD) gE0 PRO R- Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration 83294PE T Floor - N/A Wind - 140 MPH (ASCE 7- 10- Closed) Notes: OREGON 1. Deterni nat i on as to the suitability of these truss conponents for the its Z'Lr 14, x° °m structure is the responsibility of the building designer /engineer of Sell Tall record, as defined in ANSI /TP I 1. RENEWS: 6/30/2016 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Russell Tangren 04/05/2016 Details: 14015EC7- GBLLETIN- 14030EC1- PB11510- PB16010- Submitted by RTT 12:32:40 04 -05 -2016 Reviewer: PBC # Ref Description Drawin # Date 1 79588 - -AGE 16096053 04/05/16 2 79589 - -A 16096049 04/05/16 3 79590 - -A1 16096050 04/05/16 4 79591 -- ACAPGE 16096052 04/05/16 5 79592 - -ACAP 16096051 04/05/16 O O T N V U /W 1 VI 0 Q X W t i 0 0 U p it _ N I Y N W N Y � . �v w N � wa N� 0 uj II J II O J a A C a's C 3Q d L3 X- aW C 4 L W O 4 0 \ C3 O i L L LS N ; S ST 3 L 6 Q Ca C d a L a +' �d +, u O d0 u O m a 6A as W N O ao —1 W In u w u O C W� .I o I\ W IW () W U< ¢ N41 Q Ca aC = 6 C a, dZ al }' _ f � C5 w °o � M M a3 c i 3e U s ao L O kill VJ n tl S N N at L d u a, d Q 6 U <,- a a O L d L v N > N O + 3 C Ba C 6 N W O CD d C c L a 6 a 4 n O N p T ~ � E 3 O uC u O N 3 O. as w C a, i 'U +' O 6 N a L Cs e S d Q + L 3 d d +a,, U S N C, d Ta 4 C U a d 3 a, N uN U d N Q L C 3 O _T Q N CJ d 6 d C _O Q N + o, a, a a L a tl O a, T N 4 L L + L O d CL E i n In N a I a N U 3 L � � Y � d N 6 L 4 U O d U U d d Q s 6 >'? 10 Of s CD 6 L o. aw n +' L C L N + O S d Q41 a n O 3 u N C O N d In L d 111 O N 3 a N Y C a CS L s N Q au N L O C N S O al u o 3 oa F W E a 3 y '> E + o x Z Q F a L t- uM o Q X U U N 0 ; 6 a, -C r d o L 3 +' ON as d d it a C UM M N v o x X X+' . tl +, OD Cs O tU tl ru E a 't; o ��'3 C N N^ NN LO In S C S U L+ uvs +' 3 Q aol+o ao d C U u W >, d L C 4 U L V O O d o N O N T C 4 a 3 0 CD L a N L a 3 C a ad Z. 0i LA CL) W ( 1 O U 0 n� l v II LJJ 1 U d h V J O S u CL +' 6 1f1 M x In S oO N cr = U d x L O ss �a L n S N u d +' U ¢ 3 V (U O 41 Q u V � N n Z5 S u CL + IL 3 .5 ^v� s U o U ~ N L o m am io O aL TL tl Wit' 3 6~ CU a L Em H 0, a, 9x� IAS In 6Mn Ni's Ol U ^ 3 C Nv i aN X 4-' F S 6 a o +' Z XON N a N Co d+a.'41 N - 3 6 + a tlp�0 Q d L y. +' a, S -1 0 S C+' U N a W _+ d 6 N Mus37aCu a� �vY tl� d IL O O S d U 70 C M N U U 4 U N +d, ~' �U S 41 a 01 o d of d 0 a' CL + M U N dS+O >3 > .Cf d+' 6 L^ d F- i Q t 3: -P 3 It a x c 6 U E CL V 6 C S N C N d 4, '' O Cv 4 4 41 � O D U L Cy Q N al L U N O x L O 3 E Q L(U i N O + u as o +, d +' tA d � L� v u C W S 6 W U a T s 6 U N a L O s v 0 1-- a �° O S uN U £ L C m 0 3 u O a, o aw O N C 0 O o + N a C a o d S C .-. ; X U 0 Ti N C tl V W N W. a1 4 C 0 L W LSa 6 Np- 03 d wm � uNiSa 4L- ES -dE NUOl74_ S,N., ^d dE_i N U 3 N 3a4 Y Upv i' 4'+' U E a N QAO a U C, N S+, N O '.6 O+,N OLS •�+NaN d63>'� L 0 S �U mUS N d tls dY+t'Q L 6 co V a 0 S c u, s C a>, o U L N } S._ d d (D UJf910_OY d+'r. o-+. 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